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Home My WebLink AboutCC December 7, 2004 , , CITY OF NDOVE . , 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US Regular City Council Meeting - Tuesday, December 7, 2004 Call to Order - 7:00 p.m. Pledge of Allegiance Resident Forum Agenrn. Approval 1. Approval of Minutes (11116/04 Regular, 11109/04 Workshop) :J Conse"t Items 2. Approve Payment of Claims - Finance 3. Waive Public Hearing/Adopt Assessment RoIU02-45/Constance Corners - Engineering 4. Approve Conveyance of Easement to Anoka County/02-46/Fire Station #3 - Engineering 5. Approve 2004 Water System hnprovement Report/04-11 - Engineering 6, Accept ContributionlCenterPoint Energy Minnegasco/02-27/Andover/YMCA Community Center Finance 7, Approve 2005 Liquor Licenses - Clerk 8, Approve By-Laws Amendment/Andover Firefighters Relief Association - Fire 9. Approve Miscellaneous Change Orders/New Fire Station #3 - Fire 10. Accept Resignation/Park & Recreation Commission - Engineering 11. Approve 2004 Tobacco LicenseIWalgreens - Clerk 12, Accept DNR Firewise Grant/04-53/Deerwood Estates - Engineering. 13. Approve Change Order #l/04-7/Prairie Road & Bunker Lake Blvd Traffic Signal- Engineering 14. Award Bid Package #3 (partial)/Community Center - Administration Discus don Items 15. Hold Public Hearing/Adopt Assessment RoIU04-2/2004 Overlays (Continued) - Engineering 16. Public Hearing/2005-2009 Capital hnprovement Plan - Finance 17 Consider Comprehensive Plan Amendment/Update Sewer Staging Plan (Continued) - Planning 18 Consider Amended Conditional Use Permit/Drive Through at Andover Clocktower Commons - Planning 19 Park Dedication CreditIMiller's Woods - Engineering 20 Park Dedication Credit/Country Oaks West - Engineering 21 Accept Feasibility Report/Order Public Hearing/02-33/Andover Station North - Engineering Staff I terns 22 Schedule Park and Recreation and Planning Commission Interviews - Planning 23 Schedule City Council Workshop-Miscellaneous Business Items - Administration 24 Schedule EDA Meeting - Administration 25. Administrator Report - Administration MaYOllCouncil Input Adjournment \ "'" ,- " '-~' CITY OF NDOVE 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US FROM: Mayor and City Council ~ Jim Dickinson, City Administrato~ Vicki V olk, City Clerk TO: CC: SUBJECT: Approval of Minutes ['ATE: December 7, 2004 TIHRODUCTION 1 he following minutes have been provided by TimeSaver for Council approval: November 9, 2004 Council Workshop / '\ \'J November 16, 2004 Regular Meeting Il\SCUSSION Copies of the minutes have been emailed to Mayor Gamache and Councilmembers Orttel Bnd Jacobson. Hard copies have been provided to Councilmembers Knight and Trude. i,CTION REomRED Council is requested to approve the minutes listed above. J~espectfully submitted, h. U4!- Vicki Volk City Clerk . , "-~ '1 ,~,/ 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755.5100 FAX (763) 755.8923 . WWW.CI.ANDOVER.MN,US CITY OF NDOVE @ TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrator / Finance Director FROM: Lee Brezinka, Assistant Finance Director SUBJECT: Payment of Claims DATE: December 7, 2004 INTRODl JCTION Attached ITe disbursement edit lists for claims related to the on going business of the City of Andover. DISCUS~ ION Claims tctaling $259,841.62 on disbursement edit lists #1 - #5 from 11/23/04 to 12/03/04 have been issued and releli' ed. , , \_~ Claims tctaling $2,028,796.33 on disbursement edit list #6 dated 12/07/04 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REOUIRED The Andover City Council is requested to approve total claims in the amount of $2,288,637.95. Please note that Cour cil Meeting minutes will be used as documented approval. 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'. , H :>:1E-<~<~CIl50# ~:><" ~ .~ H '" o OOHf-4 U .~p::p:: uo OJ U" Po U' "'Z "'HH~"'2'E-<"'''''''~~Z''' Po '" '" :ijg < 00' ZO P::~A. p:: ~oof-4~f-40 OOU ,., < :l Z ,., U "', MUDD ~OHOHH~[:I:J<H[:I:JDOO ;i! U '" ;i! Z'" '" 0' Cl[:I:JUrr..f-4UP::rr..Uf-4Q~OO~OOU~W '" Z " H~ '" '" ,"M ,., ,., 0 0 0' ~ ,. ,. '" < CIl~ 5 5: r-INM~mU1N.-IM~~rlNM""N""M :ij :ij " E-< U'" QO.-lNN'<:t'O.-l.-l""U100000ao 0 ,., 0 o;H '" '", .-INNNNN""""""""",,\O\o\o\J)~~CO E-< OJ OJ OJ E-< CD . \ 'J CITY OF NDOVE 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CC: Jim Dickinson, City Administrator TO: Mayor and Council Members FRO \1: David D, Berkowitz, City Engineer SUB JECT: Waive Public Hearing! Adopt Assessment RoW02-45/Constance Corners - Engineering DAlE: December 7, 2004 INTRODUCTION The City Council is requested to waive the public hearing and adopt the assessment roll for ~J Con~tance Comers, Project 02-45. DISCUSSION The City Council, at the October 5, 2004 meeting, approved a resolution declaring cost and orde-ing the assessment roll for the Constance Comers development improvements. The ador tion of the assessment roll for this project will levy the improvement costs to the properties with~n the development. The assessment roll is available in the City Clerk's office for review. BUDGET IMPACT This will be assessed over an eight year period. ACTION REOUIRED The City Council is requested to approve the resolution adopting the assessment roll for Project 02-45, Constance Comers. ResJ1ectfully submitted, C' -n{'\~~' U~'U. Dav d D. Berkowitz ./ ./ ./ ~~ Atta:hments: Resolution, Assessment Worksheet & Waiver Letter from Develope(' cc: 3regory Schlink, Bruggeman Properties, 3564 Rollingview Dr., White Bear Lake, MN 55110 . '\ o , " ,,) , '\ '-J CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Council member to adopt the following: A RE~;OLUTION ADOPTING THE ASSESSMENT ROLL FOR THE IMPROVEMENT OF SANITARY SEWER. WATER MAIN. STREETS & STORM SEWER FOR PROJECT 02-45 CONSTANCE CORNERS. WHEREAS, the developer is in agreement with the assessments and has waived all rights to a hearing on this assessment pursuant to Minnesota Statutes Annotated, Chapter 429. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ANDOVER, MINN=SOTA: 1. SI.: ch proposed assessment, a copy of which is attached hereto and made part hereof, is hereby accepted and shall constitute the special assessment against the lands named thorein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2, SL ch assessments shall be payable in semi-annual installments, together with principal an:! accrued interest, extending over a period of.JL years, The first of the installments to be payable on or before the 15th day of April 2005, and shall bear interest at the rate of 5% percent per annum from the date of the adoption of the assessment resolution. 3. T~ e owners of any property so assessed may at any time pay the whole of the assessment on such property with interest accrued to the date of payment to the City Treasurer. MOTI:>N seconded by Council member and adopted by the City Council at a reqular meeting this 7th day of December ,2004 with Council members voting in favor of the resolution, and Coundlmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk FInal-Andover Special Assessments ,- ~, '-J ProjeCt. Nama: Constance Comers ProJed No. : .02-45 Feasb~ Raport Oat" AorI152OO3 Amount S1198218.oo Contract Award Date: June 30 2003 Amount $905 739.48 "'"" ConsOuctlon Sanitary Sewer $ 454.330.04 W........ $ 168.893.94 ._S- $ 107.718.71 Sbeels and RestoraUon $ 174.798.79 Change Order No. 1 $' 21,455.96 Change Order No. 2 $ 12.791.89 AddilionaI UIl StatIon Costs . 11,335.00 Amou" . 951,322.33 FInal &oenses _1---' . 88.340.00 ......_11".._ . 1.747.97 Dr.IinagIPlan 10.3% r:JstreetfstDrml . 847.55 ,y..I..b;h..lk...(3%) . 28.539.67 ......... (1") $ _(0.05%) $ 4,755.61 ..... . ......... $ 239.90 ........... $ 470.24 CIty C<slI . 26,318.54 SPIt Signa $ 3.030.34- UaleriIITes~g $ 2.744.90 ConotNctIOn __ $ Total FIaaI expenses $ 1S7.oJ5.T& -- 18.507'% FINII Protect Cost Amount: S 1.101,351.01 U Trunk Snurt2 ~ Slor2ae Water MaIn: Connodlon Cha'ge 42 EA .... "'- 17 AC ........ Cha<;O LF San. Sewer: Connodlon Cha'ge 42EA .... "'- 17 AC "".... Cha<ge LF LIt Station Service Fee Chesterton CommonS L.Il Station 42 EA SIDlTll sewer: IVea Chargt! AC CR1atrnprovemenls 1LS RaIroad Crossftg Fe. 42 ..... Seal Coaling 7514 SY 1Il Station Service Fee'" Constance Comers tift Station 32 EA TobIII Tnmk $oun:e.,.d Storaue -.. Constance Fret OUch Sanltaty Sewer Assessment .15150 Crosstown Bou\eVard' NW . TabI8A ConstanCe FfM Ctut:h Watermar. Assessment - 18150 Crosstown BouIevanl tIN Table A pentacost Ctud1 A$seSSrIlentS .16{)60 Crosstown Bou\eV3I'd. NW - Table 8 lit Station Costa. TEllI C CftyTnrokSanlarySewefCosts. TableD CIy Tnrit Waterma!n Costs . Table E (Note: ThI costs bled In thllaeclion i'lcIucIe expenses 8116.5071%) TotO Doducllons Total ,t.mount to be Assessed Assessment R... per Unit BaSe Unl Assessment $1,090,935.89 42 1D Unltl Assessed It- 32 Units Auessed 111:. $ $ 25,17U6 26.n9.55 FeulblUtr Report Assessment per Unit , ", \J 10_ 32Unb $ 2,146.00 $ 90,132..00 $ 1.967.00 $ 33,439.00 $ $ $ 341.00 $ 1.(,322.00 $ '=00 $ 21,284.00 $ . $ 393.00 $ 16,506.00 . $ . 65.000.00 $ 65,000.00 $167.40 $ 7.030.98 $ 1.00 $ 7,514.00 $ 804." $ 25.756.28 $ 255,2Z7.98 $ (33.427.37) $ (15.955.21) . (11,842.80) $ (132.000.94l $ (51,523.&4) $ (27.900.21) $ (272.650.17) $ 1,090,935.19 . 25.874.66 I Unit S21,21U2 $Z7,S19.Q4 _ Calculation for eonstance ComItB Uft Station Fee Is calc:ulated based on 32 units In the Constanee ComfIr1, Dweloprnent .nd 132 units from undevelOped properties east of CrosstOWn BouIev8tCL The total shown ner. is not Included In the assess- -"""""""'- " ,,-~) o , , u Assessme 1t Rate Calculations 1 S lnltary Sewer F nal Construction Cost A jditional Lift Station Costs Change Order No.1 Subtotal F Ius Expenses 16.5071 % Subtotal Less Uft Station Less Constance Free Church Assess. Less pentacost Church Assess. Less City Costs Total Cost I ISsessable Sanitary Sewer Cost $ 331,351.94 = 42 $ 7,889,33 per Unit 2 . Nater Main =inal Construction Cost :;hange Order No. 1 3ubtotal ?Ius Expenses 16.5071% Subtotal Less Constance Free Church Assessment Less Pentacost Church Assessment Less City Trunk Costs Total Cost Assessable Water Main Cost $ 152,215.14 = 42 $ 3,624.17 per Unit 3 Storm Sewer Final Construction Cost Plus Expenses Total Cost 16.5071% Assessable Storm Sewer Cost $ 125,499.95 = 42 $ 2,988.09 per Unit $ 454,330.04 $ 11,335.00 $ 9,764.33 $ 475,429.37 $ 78,479.62 $ 553,908.99 $ (132,000.94) $ (33,427.37) $ (5,605.09) $ (51,523.64) $ 331,351.94 $ 168,893.94 $ 4,750.64 $ 173,644.58 $ 28,663.69 $ 202,308.27 $ (15,955.21) $ (6,237,71) $ (27,900.21) $ 152.215,14 $ 107,718.71 $ 17,781.24 $ 125,499.95 2 , , '-) , " '-) f , I '-_/ 4 St 'eets FilIal Construction Cost Change Order No.1 Cl,ange Order No.2 Sllbtotal PI JS Expenses Total Cost A ;sessable Street Cost !. 226,640.88 = 42 16.5071% $ 174,796,79 $ 6,940.99 $ 12,791.89 $ 194,529.67 $ 32,111.21 $ 226,640.88 $ 5,396.21 per Unit 3 , , ! , i 5 TI unk Water Main Area - Total Area Charge $ 33,439.00 A lsessable Water Main Area Cost ~ 33,439.00 = $ 796,17 per Unit 42 6 T :'Unk Sanitary Sewer Area F jnal Area Charge $ 21,284.00 J ssessable Sewer Area Cost . 21,284.00 = $ 506,76 per Unit 42 7 \ Vater Main Connection --olal Connection Charge $ 90,132.00 , , , ) ,I.ssessable Sewer Area Cost -- $ 90,132.00 = $ 2,146.00 per Unit 42 8 ,ewer Connection folal Connection Charge $ 14,322.00 Assessable Sewer Area Cost $ 14,322.00 = $ 341,00 perUn!t 42 9 CR 18 Improvements $ 65,000.00 = $ 1,547.62 per unit 42 10 Railroad Crossing Fee - Sanitary Sewer and Water $ 7,030.98 = $ 167.40 per unit 42 / , , . -,_.1 11 Sealcoat 4 r , ,~ J 5 , " 0 Table A Project Name: Constance Comers Project No, : 02-45 Constance =ree Church 16150 Cros ;town Boulevard NW Assessmen t Calculation Sanitary S< ,wer - Project No. 03-18 Item Unit Qty Unit Cost Cost Mobilizatior I LS 0,03 $ 21,612.50 $ 611.81 Jacking (ur der railroad tracks) 8.42% of total cost of $13,650) LF 8.42 $ 136.50 $ 1,149.33 80 PVC Sa:litarySewer along CSAH 20 (112 cost of 3oo'@ $16.32JlF) LF 150 $ 16.32 $ 2,448.00 80 PVC 5e vice Line LF 100 $ 16.32 $ 1,632.00 Reconstru< t Open cut across CSAH 20 (Lump Sum) LS 1 $ 8,000.00 $ 8,000.00 Detour LS 1 $ 10,290.00 $ 10,290.00 Construct :;anilary Manhole (0'-10') (10.5% of $1634.46) EACH 0.105 $ 1,634.46 $ 171.62 T elavise 5 ,nitary Sewer LF 350 $ 0.54 $ 189.00 Clean SeVI er Pipe LF 350 $ 0.63 $ 290.50 Seeding (< 00 LFI2+ 50 LF = 200 X 20' wide = 0.10 Acres @ $1,344.00 per Acre Acre 0.1 $ 1,344.00 $ 134.40 Dewaterin<) LS 0.03 $149,172.90 $ 3,774.62 Subtot II $ 28,691.28 Expenses (16.5071%) $ 4,736.10 , Total Sanitary Sewer Assessment $ 33,427.37 ,--.J Watennal, - Project No. 03-36 Item Unit Qty Unit Cost Cost Mobilizatk,n (2.14% of contract unn price) LS 0.02 $ 21,612.50 $ 462.51 Jacking (L nder railroad tracks) 8.42% of total cost (0.0842'1 )0 x $136.50) LF 8.42 $ 136.50 $ 1,149.33 B" DIP CL 52 watermain along CSAH 20 (0.5.462 LF ' $18.55/LF) LF 231 $ 18.55 $ 4,285.05 B" Gate V,lve and Box (0.5 '1 valve)- along CSAH 20 EACH 0.5 $ 816.41 $ 408.21 So Gate V.lve and Box (1 valve) - crossing of CSAH 20 EACH 1 $ 816.41 $ 816.41 6" Gate V.lve and Box - crossing of CSAH 20 EACH 1 $ 646.71 $ 646.71 Hydrant EACH 1 $ 1,667.75 $ 1,667.75 S. DIP Cl 52 wa1ermain - crossing CSAH 20 (105 LF ' $1S.55/Lf") LF 105 $ lS.55 $ 1,947.75 Reconsln Ict open cut across CSAH 20 (Lump Sum) (Total Cost- prE viously paid) LS 1 $ 2,310.91 $ 2,310.91 Subtc tal $ 13,694.62 Expen;es (16.5071%) $ 2,260.59 Total' Natennaln Assessment $ 15,955.21 Total As: ;essment $ 49,382.58 o , \ V Table B , " \.~ CJ Project N lme: Pentecost Church 16060 Crm stown Boulevard NW Project No. 03-16 Assessmer ,t Calculation Sanitary S awer Item MobilizatiOl 8" PVC Sanitary Sewer (14'-16') Construct 3anitary Manhole (0'-10') Construct 3anitary Manhole (10" and above) Subtohl Expem es (16.5071%) Total f anitary Sewer Assessment Watenna' n Item Mobilizati In 6. DIP Hydrant 6" Gate Valve and Box Subtc tal Exper ses (16.5071 %) Total Natennain Assessment Total As ;essment Constance Corners Project No.: 02-45 Unit Qty Unit Cost Cost LS $ 0.01 $ 21,612.50 $ 109.30 LF 180 $ 16.32 $ 2,937.60 EACH 1 $ 1,634.46 $ 1,634,46 LF 2.53 $ 94.42 $ 238.88 $ 4,810.94 $ 794.15 $ 5,605.09 Unit LS LF EACH EACH Qty 0.01 190 1 1 Unit Cost $ 21,612.50 $ $ 16.50 $ $ 1,600.00 $ $ 500.00 $' $ $ $ Cost 118.93 3,135.00 1,600.00 500.00 5,353.93 883,78 6,237.71 $ 11,842.80 , \ ,--) Table c: / .. \,~ / , ,~ Project t lame: Item Mobilizatic n Construct Lift Station Electrical Antrols Valve Val It Bollards Master T, lemmetry Electric S }rvice to Lift Station Subto~1 Expen>es Subto tal Total Lift Station Cost Lift Stati on Service Fee Calculation Total :-lumber of Units: Con ;tance Comers Mille ~s Woods Fire Station No, 3 Add tional Tetal Cost Pel' Unit = Constance Comers Project No.02-45 LS LS LS LS EACH Unit Qty Unit Cost 0.10 $ 21,612.50 $ 1 $ 52,500.00 $ 1 $ 34,567.50 $ 1 $ 9,970.00 $ 7 $ 385.00 $ $ $ $ $ $ 32 Units 89 Units 3 Units 40 Units 164 Units $ 132,000.94 /164 = Cost 2,231.12 52,500.00 34,567.50 9,970.00 2,695.00 3,000.00 8,335.00 113,298.62 18,702.32 132,000.94 $ 132,000.94 $ 804.88 " , o Table D lB. SANITARY SEWER (City Share) Item No. Descriotion Ouantitv Unit Unit Price Amount 1 Granular Foundation Material 0,00 TON $ 3,00 2 Silt Fence, Type Heavy Duty 305.00 LF $ 2.25 686.25 3 8" PVC Pipe Sewer (0-10 ft depth) 416.00 LF $ 16.32 6,789.12 4 8" PVC Pipe Sewer (10-12 ft depth) 71.30 LF $ 16.32 1,163.62 5 8" PVC Pipe Sewer (12-14 ft depth) 27,84 LF $ 16.32 454.35 6 8" PVC Pipe Sewer (14-16 ft depth) 27.84 LF' $ 50.82 1,414.83 7 8" PVC Pipe Sewer (16-18 ft depth) 27,84 LF $ 50.82 1,414.83 8 8" PVC Pipe Sewer (18-20 ft depth) 27.84 LF $ 50.82 1,414.83 9 8" PVC Pipe Sewer (20-30 ft depth) 27.84 LF $ 30,00 835,20 10 Standard Manhole with Casting 1.74 EA $ 1,634.46 2,843.96 11 Extra Depth Manhole (over 10 ft) 20.80 LF $ 94.42 1,963.94 12 Jet Clean Sewers 626.00 LF $ 0.83 519.58 13 Televising Sanitary Sewer 626,00 LF $ 0.54 338.04 " ' Subtotal 19,838.54 l,,-.J Expenses 3,274.77 City Sanitary Sewer Costs 23,113.31 Unit Cost Split Constance Comers 32 Units Cost Miller's Crossing 89 Units Additional Units 40 Units Fire Station No.3 3 Units Total 164 Units Cost per unit = $140.93 Trunk ~;anitary Sewer - Quince Street Extension 1 Silt Fence, Type Heavy Duty 475,00 LF $ 2,25 1,068.75 2 Seeding (Including topsoil, fert., mulch) 0.33 ACRE $ 1,344.00 443.52 3 Granular Pipe Foundation 61.40 TON $ 0.01 0.61 4 Connect to Existing Sanitary Sewer 0.50 EACH $ 2,750.00 1,375.00 5 Jacking under railroad tracks 91.58 LF $ 136.50 12,500.67 6 8" PVC Pipe Sewer (10-12 ftdepth) 27,84 LF $ 16.32 454.35 , \ 7 Sanitary sewer overdepth (2'-4') 1,339,00 LF $ '-J 8 Standard Manhole with Casting 3.50 EA $ 1,634.46 5,720.61 9 Extra Depth Manhole (over 10 ft) 20.80 LF $ 94.42 1,963.94 ; ) 10 Jet Clean Sewers 626.00 LF $ 0.83 519,58 " 11 Televising Sanitary Sewer 626.00 LF $ 0.54 338,04 Subtotal 24,385.07 Expenses 4,025.27 City Sanitary Sewer Costs 28,410.34 Railroad Jacking Cost Split Jacking under railroad tracks 91.58 LF $ 136.50 $ 12,500.67 Expenses $ 2,063.50 Total Assessment Amount $ 14.564.17 Unit Cost Split - Railroad Jacking Constance Comers 42 Units Miller's Crossing 89 Units Additional Units 40 Units Fire Station No, 3 3 Units Total 174 Units Cost per unit = $83.70 per unit " I \.u~ \ '--_/ , Table E " j , W ATERl\ lAIN - TRUNK EXTENSION (City Share) Item N,,~ Descriotion Quantity Unit Unit Price Amount I 8" Water Main - DUct Iron CL 52 617.00' LF $ 18.55 $ 11,445.35 2 16" Steel Casing - Jacked 91.58 LF $ 136.50 $ 12,500.67 3 Ductile Iron Fittings 120.00 POUND $ 0.01 $ 1.20 Subtotal $ 23,947.22 Expenses $ 3,952.99 Total Trunk Watermain Cost $ 27,900.21 Railroad Jacking Cost Split Jacking under railroad tracks 91.58 LF $ 136.50 $ 12,500,67 Expenses $ 2,063.50 Total Assessment Amount $ 14,564,17 Unit Cost Spilt. Railroad Jacking Miner's Crossing - 89 units 89 units -...._~ Are Station No.3 - 3 units 3 units Additional Units . 40 units 40 units Constance Comers 42 units Total - 174 units Cost per unit = $ 83.70 per un It , ' , I. / ~) ,~ :..) /, .c ffih. Al'.~BRUGGEMAN ! j~ Building Commun Septemt er 24, 2004 Mr. Dav!! Berkowitz, City Engineer City of A,dover 1685 Crosstown Blvd. N.W. Andover, MN 55304 Re: Cor IStance Comers Special Assessments Dear Mr. Berkowitz, O'2.-~ "' -- PROPERTIES .--.,-.,-- ities Since 1959 RECEIVED SEP 2 7 3114 CITY OF ANDOVER - ---' Bruggeman Properties, LLC has reviewed the assessment worksheet for the Constance Comers project. We hen ,by waive the public hearing and accept the assessment amount as follows: 10 Unit; Assessed @ $25,974.66/ unit 32 Unit!; Assessed @ 26,779.55/ unit Total A1;sessments Assessl nents Paid to Date Refund to Bruggeman Properties Please ::;entact me if you have any questions. Sincerely, /- G<.-- d GregOr~link BruggE ~~.r&dperties, LLC L:\Projects\ \ndoYet\Constance Comer5\Ando092404DBertowltzAsseSSnS.doc $259,746.60 856.945.60 1,116,692.20 1,117,173.96 461.76 3564 F:OLLING VIEW DRIVE. WHITE BEAR LAKE. MINNESOTA 55110 . 651-770-2.981 . FAX 651-770-9273 , '\ V CITY OF NDOVE @J 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members CC: Jim Dickinson, City Administrato~ David D. Berkowitz, City Engine:~ FROM: Todd J. Haas, Asst. City Engineer SUBJECT: Approve Conveyance of Easement to Anoka County/02-46/Fire Station #3 - Engineering DATE: December 7, 2004 INTRODUCTION '\ The City Council is requested to approve the conveyance of the attached permanent easement for I ,_ ./ pubLc street and utility purposes from the City of Andover to the County of Anoka, which is currently part of the land where Fire Station #3, Project 02-46 is being constructed, DISCUSSION Atta ;hed is a certificate of survey of the area that would be conveyed to Anoka County for your review. The conveyance of this permanent easement was required from the Anoka County Higl.way Department as part of the north driveway approval out of Fire Station #3, ACTION REOUIRED The City Council is requested to approve the conveyance of the permanent easement for public stref t and utility purposes from the City of Andover to the County of Anoka. The City Clerk will fom ard the easement to Anoka County for approval and recording, Respectfully submitted, --r;:UfI~~ Tod,lHaas /.:&, . '\ o Atta:hments: Drainage & Utility Easement :-J / ) '-- / '\ 'J LAW OFFICES OF William G. Hawkins and Associates WILL:AM G, HAwKINs BARRY A. SUWVAN ugal Assistants TAMMI J. UVEGES HOllY G. PRovo R,;~ ~). ,'"1', j,.'C\ I' ~ f .J.- ~ ,. ';""'. .1 ........LI t "_U Nov ~mber 16, 2004 t,!OV 2 3 2004 CITY OF ANDOVER Mr. Dave Berkowitz City of Andover 1685 Crosstown 80uievard NW Andover, MN 55304 Re: Drainage and Utility Easement Dear Mr. Berkowitz: w- '1(0 2140 FOURlllAvENUE NORTII ANOKA, MINNESOTA 55303 PHONE (763) 427-8877 FAX (763) 421-4213 E-MAll. HawkLawl@aol.com Encosed please find a document conveying an easement from the City to Anoka COLnty. Please have this approved by the City Council, signed, notarized and deli'1ered to the County, If you have any questions, please contact me. g;~ Wiriam G, Hawkins we; H/tju Ene iosure \ ,-J ,'- ,j , "- ,-~ FA!,;FMFNT r:RANT THIS EASEMENT, made this _ day of the City of Andover, a municipal corporation, Grantor, politi:al subdivision, (Grantee). , 2004, by to the County of Anoka, a WITNESSETH: WHEREAS, Grantor is the owner in fee simple of the real estate hereinafter described. That for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, Grantor has this day bargained and sold, and by these presents does bargain, sell and transfer unto to Grantee, its successors and assigns the following: A permanent easement for public street and utility purposes over the west 60.(,0 feet of that part of the South Half of the Northwest Quarter of the Southwest Qua1:er of Section 13, Township 32, Range 24, Anoka County, Minnesota, lying south of a line drawn easterly, perpendicular to the west line thereof, from a point on said west line distant 329.03 feet northerly of the southwest corner thereof, and lying nort.l of the south 36.00 feet of said South Half of the Northwest Quarter of the Sou;hwest Quarter, as measured along the west line thereof, TO HAVE AND TO HOLD, said perpetual easement unto the County of Anoka, its successors and assigns, forever. IN WITNESS WHEREOF, the parties have hereunto set their hands this _day of , 2004. CIT( OF ANDOVER By:. Its: Mayor By:. Its: Clerk .' " STATE OF MINNESOTA ) ,~ ) ss. COUNTY OF ANOKA ) The foregoing was acknowledged before me this day of , 2004, by Michael R, Gamache and Victoria Volk, the MaYJr and Clerk of City of Andover, a municipal corporation, under the laws of Minrlesota, on behalf of the corporation. Notary Public NOlICE IS HEREBY GIVEN Minnesota, has accepted on this document. that the City of Andover, County of Anoka, State of , 2002, the above described easement in Dated: CITY OF ANDOVER (SEAL) By Clerk " .. ) THI5 INSTRUMENT WAS DRAFTED BY: William G. Hawkins and Associates 21<:0 Fourth Avenue North Anclka, Minnesota 55303 (763) 427-8877 , ) '-. 1:::..:=-::.'..-.-r;.'I-.orr-",. ':-:::l--' 1""-'.'''' 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WWW.CI.ANDOVER.MN.US TO: CC: FROt\[: SUBECT: DATE: Mayor and Council Members \.0 Jim Dickinson, City Administrator~ David D. Berkowitz, City Engineer Approve 2004 Water System Improvement Report/04-11 - Engineering December 7,2004 INTRODUCTION The City Council is requested to approve the 2004 Water System Improvement Report as prepared by SEH and City staff. , DISClJSSION '-.) There are three improvements recommended in the report to be constructed within the next 5 years. These improvements were discussed in detail at the November 9, 2004 Council Workshop. The first improvement, which would be constructed in 2005, would be the drilling of a new municipal well (Well #9) at the comer of Andover Boulevard NW and Xeon Street NW. The prope:ty is owned by the City and has been included in previous water studies as the next well site. A pit ess unit submersible well and the transmission line which would be extended from this location to Well #8 would also be constructed to convey water to the treatment plant. The Finance Depar tInent has evaluated the construction costs and has concurred with Engineering staff that all three ;omponents of the project can be funded for construction in 2005. The cost to complete the project is estimated at $1,256,000 (see Table I on pgs, 4 & 5 in the report), This is a much more feasib le option than constructing a treatment plant at the wellhead, which is estimated at over $3,00),000. The s :cond improvement recommended would be to construct a two million gallon water tower on the Cty Public Works site near the Water Treatment Plant. This would provide adequate water suppl:r storage volumes for the maximum day water demands and fire flow projected through the year: 020. There are economies of scale to construct a larger water tower than to construct several tower; that would equate to the same storage volume. By constructing this tower the 500,000 gallon tower on the west side of Andover could be removed, creating a one system pressure zone. The benef ts of a one pressure zone are explained in the 2004 Water System Improvement Report and were ,liscussed in detail at the workshop. The estimated cost to construct a two million gallon water tower and demo the existing 500,000 gallon tower is $3,123,000 (see Table I on pgs. 4 & 5 in the report). :.J " " ,-j / " "--I u Mayo! and Council Members Decenber 7, 2004 Page;' of2 The ftird improvement (2009) would include constructing a 12 inch water main down South Coon Creek Drive NW from Crosstown Boulevard NW to Round Lake Boulevard NW, This extension would provide another connection point (at this point there is only one connection between the two systerrs) and provide increase fire flows to the southwest section of the City. In the future this line will also supply adequate water to the Rural Reserve Area. The estimated cost to extend the water main down South Coon Creek Drive NW is $468,000 (see Table 1 on pgs, 4 & 5 in the plan). Attacl ed is the 2004 Water System Improvement Report for your review, These recommended impro/ements will be discussed and reviewed each year through the City's Capital Improvement Plan a ?proval process. BUDCiET IMPACT The recommended water improvements would be funded by the Trunk Water Fund and evaluated annuaJy, ACH)N REOUESTED The City Council is requested to approve the 2004 Water System Improvement Report as prepared by SE H and City staff, Respectfully submitted, CJc><JLCJ. ~ David D. Berkowitz L--J Attac;unents: 2004 Water System Improvement Report (located in side pocket of packet) " -". ......-} " @ "685 CROSSTOWN BOULEVARD N.W.. ANDOVER. MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members Jim Dickinson, City Administrator / Finance Directo~ Lee Brezinka, Assistant Finance Director ~ CC: FROB: SUBJ ECT: Accept ContributionlCenterPoint Energy Minnegasco/02-27/Andover/YMCA Community Center DATE: December 7, 2004 INTRODUCTION This :tern is in regard to approving a resolution accepting a contribution made by CenterPoint Energy Minn 'gasco for the Andover/YMCA Community Center. ,__) DISCUSSION Cent, rPoint Energy Minnegasco has made a one-time contribution to the capital campaign of $1 ,500. r " '..1 ACTION REOUIRED The (:ity Council is requested to approve the resolution accepting the contribution. ~'~:;Jed' Lee I :rezinka V Attm hments: Resolution / ' ,_..) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. ~ OTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING A CONTRIBUTION MADE TO THE CITY OF ANDOVER TOWARDS THE CAPITAL CAMPAIGN FOR THE ANDOVERlYMCA COMMUNITY CENTER PROJECT. WHEREAS, any contributions that are to be made to the City of Andover must be a:cepted by the City Council; and WHEREAS, the contribution from CenterPoint Energy Minnegasco of $1,500 is for the AndoverlYMCA Community Center Project. tlOW, THEREFORE BE IT RESOLVED by the City Council to hereby accept the cJntribution, which is to be used towards the AndoverlYMCA Community Center Project. '--/ I\IOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 7th day of December 2004, with Council members voting in favor of the resolution, and Council members vJting against, whereupon said resolution was declared passed. CITY OF ANDOVER PTTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk / , , ./ o C) r ' u oJ~enterPoint J :nergy Minnegasco 800 laSalle Avenue PO Box 59038 Minneapolis, MN 55459~0038 Oct,)ber 25, 2004 Mr. Jim Dickinson And~verlYMCA Community Center 1685 Crosstown Blvd Ancover, MN 55304 Deer Mr. Dickinson: Enclosed is CenterPoint Energy Minnegasco's contribution of $1,500.00 to the AncoverlYMCA Community Center for a one-time pledge to the capital campaign. Cer terPoint Energy Minnegasco is committed to being involved in the communities it serves and making them better places to live and work. We are pleased to support your request and wish you continued success. Ple,:se complete and return the enclosed tax acknowledgement form in the envelope prO\ided or fax it to 612-321-4812. Sincerely, (J.--,~ Arn'J Hendrickson Loc 11 Government Relations Enc (j) , , , '-~ -685 CROSSTOWN BOULEVARD N,W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CC: Mayor and City Council ~ Jhn Di,_~ Ci.y Admilli"rn'O~ Vicki Volk, City Clerk TO: FROM: SUBJECT: Approve 2005 Liquor Licenses ['ATE: December 7, 2004 D-HRODUCTION liquor licenses will expire on December 31,2004. I;'ISCUSSION , , ) '-j lanners Steakhouse & Bar and The Courtyards of Andover have applied for renewal of their on-sale intoxicating liquor licenses. 1 he Sheriff has completed the background investigations on these two licensees and the others that were approved at the last Council meeting, None of the licensees have been c Jnvicted within the past 5 years of any violation of laws of the State or municipal C rdinances relating to the sale of alcohol. J ,CTION REOUIRED 1 he City Council is requested to approve licenses for Tanners and The Courtyards for the reriod January I, 2005 through December 31, 2005, I~espectfully submitted, ~'O.4- Vicki Volk City Clerk . , '-J () o o @ 1685 CROSSTOWN BOULEVARD N.W,. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-6923. WWW.C1.ANDOVER.MN.US TO: Mayor and Councilmembers ~ Jim Dickinson, City Administrator~ Dan Winkel, Fire Chief L1. W, CC: FRCM: sumECT: Proposed Amendment to the Andover Firefighters Relief Association By Laws DA'LE: December 7,2004 INT RODUCTION At tile August 17, 2004 City Council meeting, the Mayor and City Council approved a number of challges to the By Laws of the Andover Firefighters Relief Association. It has been brought to the atte ltion of the Relief Association Board of Directors that a one word change would be app 'opriate for the By Laws to read as intended for final approval. DISCUSSION The Firefighters Relief Association Board of Directors was made aware of a change that should be .Ione to the approved By Laws when they were reviewed by representatives from the State Audtors office. The proposed change is to delete the word "vested" from Section #1, Clause "c" as it refers to the balance of a retiree's account into a separate investment fund for qualified reti 'ed members. Please note that the firefighter members of the Relief Association have una nimously voted to approve this change. Budget Impact Tht re would be no change to the Relief Association fund balance or to qualified pension rec: pients pension programs. RE20MMENDATION Th" Fire Department Relief Association Board of Directors and Relief Association members are req lesting Mayor and City Council approval for this change. (R;;:UY;711/ Da 1 Winkel, Fire Chief .. -. :.) ~) , '\ ,_ J BY-LAWS of the ANDOVER FIREFlGIITERS' RELIEF ASSOCIATION INC. Proposed changes to Deferred Service Pension to remove the word "vested". fhe board has determined that to keep the vested and unvested funds separate for five years would not be administratively workable. Bylaw I~;LProposed Aag-~2004 I Page I ~- r " ) BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIATION INC. ARTICLE IX (CONT.) Clause (c), Deferred service pension. A member of the association who meets all of . he requirements of clause (a) except for a item (i), the minimum age requirement, who : ;eparates from active service prior to reaching the age of 50 years shall be entitled to a ,leferred service pension to commence upon hislher reaching the age of 50 years and . Ipon his/her making a valid written application therefore to the association. Upon ;eparation from the Andover Fire Department, the association shall place the vested Jalance of the retiree's account into a separate investment fund maintained for retirees. ~ach retiree shall have a separate account similar to the account maintained for active nembets. The board of trustees must select and oversee the account and track the illlOuntS attributable to each deferred member. The association shall pay interest at the ~nvestment performance rate actually earned on that portion of the assets, less an equal ;hare of administrative expenses, and a proportionate share of investment expenses. The jeferred member bears the full investment risk. The deferred service pension shall be ~ovemed by and shall be calculated on the incorporation, and bylaws applicable on the :late on which the member separated from active service in the Fire Department and the 1Ssociation, r , , ) , ) \" - Bylaw I-;l-l.Proposed Page 2 ABg-~2004 I " ) J ~NDbVE~ @ . 685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923. WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers Jim Dickinson, Acting City Administr~ Dan Wmkel, Fire Chief D. W. ~.~ CC: FROM: SUKECT: Asso ~iation Request to Approve By Laws Changes for the Andover Firefighters Relief DATE: August 17,2004 INTI~ODUCTION Durhg the 2003 -2004 Legislative session a change was made to the volunteer firefighter pension laws that make it necessary to amend the Andover Firefighters Relief Association By Laws, ! DISCUSSION ,~ The ,pecific Article of the Andover Relief By Laws to be amended is Article IX, Section 1, clause (b), dause (c), and clause (d), As ( escribed in the enclosed letter from City Attorney Bill Hawkins to Tom May dated July 29, 200'~; Minnesota Statute 424A.02, Subdivision 7( c), (2004), states that pension programs of the type that Andover has, are required to choose one of three options for paying interest to qualified retind members. The Board of Directors from the Relief Association has approved option #1 as proI osed in the changes to Article IX, Section #1, clause (c), 'J The second change, not mandatory, but allowed by law is to reduce the time for becoming fully inve sted from twenty years to ten years. The current Article IX, Section I, clause ( b ) language stat'ls that a member who qualifies for a pension must have been an active member of the fire dep utment for 20 years to collect the full pension amount. The proposed change as approved and rec(,mmended by the Board of Directors of the Relief Association, allows for qualified members to (ollect a full pension at age 50 with at least 10 years of active service on the Andover fire dep utment. Th( final proposed change approved by the Board of Directors is in regards to Article IX, Section #1, clause (d), The current language allows for qualified members to receive installments for their pension payoff, The Board is proposing to delete this clause and allow for only one lump sum pay ment. To date there has been no retired firefighter who has used the installment plan. , j Noe that staff, including representatives from the Board of Directors from the Andover Fin,fighters Relief Association will be present at the August 17, City Council meeting to answer questions regarding the proposed changes. The firefighters will be discussing the proposed changes on Wednesday August 11, and again August 18. A special Relief Association membership meeting has been scheduled for Sunday August 22, 2004 to discuss and vote on all of the proposed changes. The change to Article IX, Section 1, clause ( c ) is mandated to be delivered to the State Auditor's office no later than August 31, 2004. BUDGET IMPACT There will be no budget impact regarding the proposed changes. RECOMMENDATION Staff, including the Board of Directors from the Andover Firefighter Relief Association is requesting City Council approval for all three of the proposed By Laws changes. Respectfully sub~~tedJ I ..J)~ W~ Dan Winkel, Fire Chief Enclosures: Letter from City Attorney Bill Hawkins ,/ Three Proposed Firefighter Relief Association By Laws Changes ./ Copy of Existing By Laws Article IX and Proposed Changes to Article IX ,/ . I j . \ '_J \ , \_~ LAw OFFICES OF llllliam G. Hawkins and Associates WwAM.G. HAwiaNs B.. RRY A~',SUll.lVAN ugal Auistant.r TAMMl 1. UVEGES Hoi..l..Y G. PRovo 2140 FOUJmlAVENUE NOImI MOltA. MINNEsOTA 55303 PHONE (763) 427-8877 FAX (763) 421-4213 . . E-MAlL HawkLaw1@aoi.com July 29, 2004 Tom May Trustee J,ndover Firefighters' Relief Association, Inc. 14034 Crosstown Boulevard NW Imdover, MN 55304 He: Andover Firefighters' Relief Association. Inc. Bylaws Dear Mr. May: I have had the opportunity to review your correspondence of July 1, 2004, with attachments, regarding your proposed changes to the bylaws of the AFRA. The (;hanges of the bylaws are intended to reflect statutoJ1V changes adopted recently by 1 he legislature. I understand your question to relate to the prOVIsion regarding deferred service Ilension at Article IX, Section 1, Clause (c). It is necessary to amend the bylaws to incorporate one of the three alternatives mandated by Minn. Stat. ~ 424A.02, Subd. 'l(c) (2004). These alternatives reflect the type of accounts which must be maintained for vested members who have separated from the association but not yet mached age 50. '(our question is whether the law requires the AFRA to establish a separate account 'or each and every qualified member or whether establishing a separate investment 3ccount for the funds administered individually complies with the statute. \/linn. Stat. ~ 424A.02, Subd. 7(c) (2004), in relevant part. provides: U(c) A relief association that provides a lump sum service pension may, when its governing bylaws so provide, pay interest on the deferred lump sum service pension during the period of deferral. If provided for in the bylaws, interest must be paid in one of the following manners: Existing ARTICLE IX Service Pension and Death Benefits Section I - Service Pensions Clause (a). Eligibility requirements, To be eligible to receive a service pension a member must meet all of the following requirements: Item (i). Be at least 50 years of age; Item (ii). Have retired from the Fire Department of the Municipality of Andover, Minnesota; Item (iii). Have done at least five years (which years need notbe continuous) of active service with such department before retirement; and Item (iv). Have been a member in good standing of the association at least five years; or have been a member of the Andover Fire Department prior to the formation of the association in which case time as active members of the Fire Department prior to the date the association was formed shall count as time as active members of the association, Clause (b). Service pension. Each member meeting the requirements of clause (a) shall be entitled to a defined contribution lump sum service pension as authorized by Minnesota Statutes, Section 424A.02, subd. 4. An individual account for each member shall be established. To each individual member's account shall be credited a right to an equal share of; (I). Any amounts of State Fire aid received by the association; (2). Any amounts of municipal contributions to the association from tax levies or other available revenue sources; (3), Any amounts transferred from the General Fund; and Existing , I / Clause (c). Clause (d). ~ '~-,/ \ I .,--/ Existing ARTICLE IX (<':ONT.) Deferred service pension. A member of the association who meets all of the association who meets all of the requirements of clause (a) except for a item (i), the minimum age requirement, who separates from active service prior to reaching the age of 50 years shall be entitled to a deferred service pension to commence upon hislher reaching the age of 50 years and upon hislher making a valid written application therefore to the association. The association shall pay interest on the deferred pension during the period of deferral at the rate actually earned less expenses by the Special Fund but not to exceed the maximum rate per annum set forth by Minnesota Statutes. Interest shall be compounded annually based on calendar year balances. The deferred service pension shall be governed by and shall be calculated on the incorporation, and bylaws applicable on the date on which the member separated from active service in the Fire Department and the association, Installment payments, At the option of a retiring member, the service pension provided for in clause (d) shall be paid in annual installments. The election of installment payments shall be irrevocable and shall be made by the retiring member in writing and filed with the Secretary of the association no later than 30 days prior to the commencement of payment of the service pension. The amount of the installment payments shall be determined so that the present value of the aggregate installment payments computed at an interest rate of five percent, compounded annually, is equal to the amount which would have been paid had the installment payment option not been elected. The payment of each installment shall include interest at the rate actually earned less expenses by the Special Fund but no to exceed the maximum rate per annum set forth by Minnesota Statutes, compounded annually on the reserve supporting the remaining installment payments as of the date on which the previous installment payment was paid, to the date of payment for the current installment payment. Existing Proposed ARTICLE IX Service Pension and Death Benefits Section 1 - Service Pensions Clause (a). Eligibility requirements. To be eligible to receive a service pension a member must meet all of the following requirements: Item (i). Be at least 50 years of age; Item (ii). Have retired from the Fire Department of the Municipality of Andover, Minnesota; Item (iii). Have done at least five years (which years need not be continuous) of active service with such department before retirement; and Item (iv). Have been a member in good standing of the association at least five years; or have been a member of the Andover Fire Department prior to the formation of the association in which case time as active members of the Fire Department prior to the date the association was formed shall count as time as active members of the association. Clause (b). Service pension. Each member meeting the requirements of clause (a) shall be entitled to a defined contribution lump sum service pension as authorized by Minnesota Statutes, Section 424A.02, subd. 4. An individual account for each member shall be established. To each individual member's account shall be credited a right to an equal share of; (1), Any amounts of State Fire aid received by the association; (2). Any amounts of municipal contributions to the association from tax levies or other available revenue sources; (3), Any amounts transferred from the General Fund; and Proposed ') j Clause (c). . ') \, / Clause (d). \ i \J Proposed ARTICLE IX (CONT.) Deferred service pension. A member of the association who meets all of the requirements of clause (a) except for item (i), the minimum age requirement, who separates from active service prior to reaching the age of 50 years shall be entitled to a deferred service pension to commence upon hislher reaching the age of 50 years and upon hislher making a valid written application therefore to the association. Upon separation from the Andover Fire Department, the association shall place the balance of the retiree's account into a separate investment fund maintained for retirees. Each retiree shall have a separate account similar to the account maintained for active members. The board of trustees must select and oversee the account and track the amounts attributable to each deferred member. The association shall pay interest at the investment performance rate actually earned on that portion of the assets, less an equal share of ailministrative expenses, and a proportionate share of investment expenses. The deferred member bears the full investment risk. Partial Payment. This option is intended to give the retiree a portion of their retirement payment as early as possible after they elect to retire. At the option of a retiring member, the service pension provided for in clause (b) shall be paid in two installments. The election of partial payments shall be made by the retiring member in writing and filed with the Secretary of the association no later than 30 days prior to the commencement of payment of the service pension. The first payment shall not exceed the vested balance in their account shown on the last audited statement. The second payment shall be the rem~ining vested for the final year of their pension eligibility. Both payments must be made in the same calendar year. Proposed BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIATION INC. Proposed changes to the Service Pension to change 20 year vesting to 10 year vesting. Add Language to spell out how expenses are deducted. Bylaw 1-2 Proposed Page 1 Aug 2004 ') , j BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIATION INC. ARTICLE IX (CONT.) '\ " / :::lause (c). Deferred service pension. A member of the association who meets all of :he requirements of clause (a) except for a item (i), the minimum age requirement, who ;eparates from active service prior to reaching the age of 50 years shall be entitled to a jeferred service pension to co=ence upon his/her reaching the age of 50 years and upon hislher making a valid written application therefore to the association. Upon separation from the Andover Fire Department, the association shall place the vested balance of the retiree's account into a separate investment fund maintained for retirees, Each retiree shall have a separate account similar to the account maintained for active members. The board of trustees must select and oversee the account and track the amounts attributable to each deferred member. The association shall pay interest at the investment performance rate actually earned on that portion of the assets, less an equal share of administrative expenses, and a proportionate share of investment expenses. The deferred member bears the full investment risk. The deferred service pension shall be governed by and shall be calculated on the incorporation, and bylaws applicable on the date on which the member separated from active service in the Fire Department and the association. \ I J Bylaw 1-2 Proposed Page 2 Aug 2004 BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIATION INC. (4), Any amounts equal to the share of the assets of the Special Fund (a), to the credit of any fonner member who tenninated active service with the Fire Department of the City of Andover prior to meeting the minimum service requirement provided for in clause (a) and has not returned to active service with the Fire Department for a period of at least five years or (b). to the credit of any retired member who retired prior to obtaining a full non- forfeitable interest in the amounts credited to the individual member account pursuant to clause (b); (5). Any interest or investment income less an equal share of administrative expenses, and a proportionate share of investment expenses, earned on the assets of the Special Fund. At the time of retirement, a member meeting the qualifications of clause (a) shall be entitled to the portion of the assets of the Special Fund to his/her credit which is nonforfeitable according to the following table based on the number of years to hislher credit: Completed years of Service 5 6 7 8 9 IO and thereafter Nonforfeitable portion of annual or pro rata service pension amount 40% 52% 64% 76% 88% 100% Bylaw 1-2 Proposed Page 3 Aug 2004 , / , I , / \ I ,~ ~/ BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIATION INC. Proposed elimination Article IX clause (d), the provision for payment of a pension in in stallments. Clause (d) is presented below for reference. Bylaw 1-2 Proposed Page 1 Aug 2004 Clause (d). BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIATION INC. ARTICLE IX (Cont.) Installment payments. At the option of a retiring member, the service pension provided for in clause (d) shall be paid in annual installments. The election of installment payments shall be irrevocable and shall be made by the retiring member in writing and filed with the Secretary of the association no later than 30 days prior to the commencement of payment of the service pension. The amount of the installment payments shall be determined so that the present value of the aggregate installment payments computed at an interest rate of five percent, compounded annually, is equal to the amount which would have been paid had the installment payment option not been elected. The payment of each installment shall include interest at the rate actually earned less expenses by the Special Fund but no to exceed the maximum rate per annum set forth by Minnesota Statutes, compounded annually on the reserve supporting the remaining installment payments as of the date on which the previous installment payment was paid, to the date of payment for the current installment payment. Bylaw 1-2 Proposed Page 2 Aug 2004 ': '-/ , ; ,~ ,/ , I "-J' BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIATION INe. Pnposed changes to Deferred Service Pension to set up a separate investment fund, sp :cifies that each deferred member have a separate account similar to the account th:y had as an active firefighter. A.ld language to spell out how expenses are deducted, and how the income is di rided. Bylaw 1-2 Proposed Page 1 Aug 2004 BY-LAWS of the ANDOVER FIREFIGHTERS' RELIEF ASSOCIA'l10N iN'C. ARTICLE IX (CONT.) Clause (c). Deferred service pension. A member of the association who meets all of the requirements of clause (a) except for a item (i), the minimwn age requirement, who separates from active service prior to reaching the age of 50 years shall be entitled to a deferred service pension to commence upon hislher reaching the age of 50 years and upon his/her making a valid written application therefore to the association, Upon separation from the Andover Fire Department, the association shall place the vested balance of the retiree's account into a separate investment fund maintained for retirees. Each retiree shall have a separate account similar to the account maintained for active members. The board of trustees must select and oversee the account and track the amounts attributable to each deferred member. The association shall pay interest at the investment performance rate actually earned on that portion of the assets, less an equal share of administrative expenses, and a proportionate share of investment expenses. The deferred member bears the full investment risk. The deferred service pension shall be governed by and shall be calculated on the incorporation, and bylaws applicable on the date on which the member separated from active service in the Fire Department and the association. Bylaw 1-2 Proposed Page 2 Aug 2004 o o r', o (j) 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755.5100 FAX (763) 755-8923. WWW.CLANDOVER.MN.US TO: Mayor and Councilmembers ~ r~ 01"""", City Adm;,m""to~ Dan Winkel, Fire Chief fj ,r,J. CC: FRCM: SUEJECT: Approve Change Order #3/02-46/Fire Station #3 DA':'E: December 7, 2004 INTRODUCTION This item is in regard to approving Change Order #3 for Fire Station #3, City Project 02-46, DISCUSSION Cha 1ge Order #3 includes five items that have been completed as part of the new fire station proj ~ct. The first item was to add an additional layer of clear urethane coating to the epoxy floor in ti,e apparatus bay areas, The Fire Chief determined that one application, as specified, was not suff cient to cover the floor with the desired finish. The second item is for a change of two exhaust fan motors in the apparatus bays. The motors were changed to single phase rather than rew ring fan motors for three phase power. The third item is a deletion of a concrete section of driveway and change it to asphalt with the addition of approximately 30 feet of concrete curb ext{ nsions. This driveway enters directly onto Crosstown Blvd. and it was determined that the dri\ eway should not be concrete in the County easement but rather blacktop in the event that chalges will be made as part of future road improvements. The fourth item is to add app:oximately 30 feet of curb to the southwest driveway entering onto 159th Ave. and change the gra,les to match the new 159th Ave. road project. The fifth change item is to furnish and install a fire alarm control panel that will monitor the fire alarm and fire sprinkler systems. It is required that the systems be monitored at all times for any signs of a problem. The total for Change Order #3 is $9,291.56. BU DGET IMP ACT Th{: changes will be funded utilizing the contingency fund included in the budget for this project. No e that the total amount of changes for this project is now $71,680,16. The budgeted cortingency fund was established at $100,000 for the fire station project. The bid price for the conplete construction also came in at approximately $50,000 below the estimated costs. ACTION REOUIRED Thn Mayor and City Council is requested to approve Change Order #3 for Project 02-46, Fire Sta tion #3. o o r\ V Respectfully submit,te~, / I i)~ W~ Dan Winkel Atta ~hments: Change Order #3 and Resolution Cc: :)avid aids, Buetow and Associates, Inc., 2345 Rice Street, St. Paul, Minn. 55113 r , '-) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. r AOTION by Council member to adopt the following: 1\ RESOLUTION APPROVING CHANGE ORDER #.2.- TO PROJECT NO. 02-46, FIRE STATION #3. WHEREAS, the City of Andover has a contract for Project No. 02-46 with Fochon Corporation of Plvmouth, MN NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to Ilereby approve the change order to Project No. 02-46. f ' \..._.i .:l.dopted by the City Council of the City of Andover this December , 2004. 7'h day of CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk " , ,-j , \ U CHANGE ORDER CITY OF ANDOVER J.ndover, MN December 7th ,2004. Change Order No.~ To Rochon Corporation For Proiect 02-46, Fire Station #3 For Citv of Andover '.'ou are hereby directed to make the following change to your contract dated _ March 16 ,2004. The change and the work affected thereby is subject to all contract stipulations and covenants. This change order will (increase) (decrease) (no ch:mgo) the contract sum by Nine Thousand Two Hundred Ninetv One and !j6/100 Dollars ($9.291.56). This change order provides for the following extra work: :.J Installation of additional urethane coating to epoxy floor, change of two exhaust fan motors, deletion of concrete driveway section and change to asphalt with the addition of approximately 30 feet of concrete curb, additional curb and change of driveway grade to southwest driveway onto 159lh Ave., and furnish and install fire alarm control panel to monitor the fire alarm and fire sprinkler systems. The cost breakdown is shown on the attached sheet. ~mount of Original Contract $1.193.320.00 $ 62,388.60 $ 0.00 ~dditions approved to date (Change Order # 1 and #2) Deductions approved to date (Nos. ) Contract amount to date $1.255,708.60 $ 9,291.56 $1,265,000.16 Amount of this Change Order (Add) (Deduct) (No Change) Revised Contract Amount Approval Citv of Andover Approval Rochon Corporation Contractor ~) By By Date City Administrator Date C:\Documents and Settings\DWinkel\My Documents\Change Order #3 dollar amounts. DOC NOV-6-20<J4 17'22 .L.1'~oI'*""'''' .......... --- ",OCHOt j CORP 7635598101 P.03/08 '-- / '\ U Interstate Concrete Coatings, Inc. $,.A... I.krl:Jeuw ~iOP~ 5665 Por1land Avenue. White Bear Lake, MN 551 10 e-mail-iccoatinas@aol.com Office Phone: 651~3-1152. Off~eFax: 651-493-4873 John Sullivan. Cell: 612-242-3119 0 Mike Morancey . ceU: 612-242.2S44 ~ax . " ,-~ I ?"&:;3 -5$9- 9..393 6.5/- ft4fi.3-//.5':2- Fax! .1'63 - JL'o/' {? (IJ / Fax: t:::.5/ ' ;/-9.3 - >?~;13 Tot:II1I of "'9." Includbtg Coven if R.,a~~ ~~~f'~~ / ... t I u NOv-16-2004 17:22 ROCHON CORP 7635?981~~. P,04/D8 ~J~f.1;)/~~U" J.""YU ~'n.A ....... ....... ........ .__\...,__;;i~~~ B ~-~. ~ ~ V ~ ~ ~ ~ ~ V ~ ~ ~ V ~ PtIICOJCT:m .""__fICN. _~fW.JIII'--" ~ -"-_'_ .._..... ,.~ ___ .......___.. .._ p_'_' __.__.... 4, __... .. .__.. .. ,_ .___., ____ ._..._ ,..~ _... _.. ,. ... ..... :J PSI Concrete Surfacing, Inc. ".0. Sale 185 ROGERS. MN 55374 CHANGE ORDER Numbel' I (&12) 53W&f4 TO ~'DAI a~/h~IJ://AN' , - ~~L/bH4I!-~h::Z; d~ ~'2"~~ //IN. l!)S'#7 _ /JA5v.' .~ .,.cffled balow; -r- . 2~ I _ . 4 . ~ ~ a...zt-':;r~ r ~ - <- ~ ..~-~of? . ()~e:;~!:~~:;:::1 .~f4~~~ . / . ~: ~ ~~/..:rr' ~~./ /ur NOTE: nlf tIlang. Order bel:0l'Il" P'" .1 and in .."'onntn.. wilh the 'XIGllng eontract . AGRE E hereby to make the Cllange(s) specified above at thiS price ~ ~ PREV10US COHTAACT AMOUNT REVISED CONTRACT TOTAl. $~ '1,(,,50. 0<::) 0/73 1:i.t)O;1, CCEFfEJ;j - Tll8 above priC81 and spet;IfIeations of this C1l8l1g' Order are satistaClory and are hereby ..........nhd. ~I wnrtr ," ..... rwl"fnrn1llwt ImdAr ~ tf&:PfN:, Datl!of~ '\ \J , , \J (j IFIlF16-2004 17:21 ROCHON CORP 7635598101 P.D2/08 ~~ ~oc:hon Carpor.tiolt S'.Jite 101 3600 A!"\ndpc!i~ '-:ilnA NOI~h PlyfliOlJlh. M~ 55447 (;lficc 763,~b\,l.9383 Fax 763,559.8101 And Jver Fire Station #3 ellut, w & Associates 11116/2004 Re~ est for Ch_na. Order #10 Desc rlplion: Addf 'onal lay., 0' the urathane (0, the epoxy noor., approved by Chi., Winkle duril g a.1I8 visit on 11/13104. Cost BreakdOl/ln Vendor i Labor I Materials: Total ~.t~..r:;;~"!_~_~~~.!!!..~~!~~ll.~---------....-..._..-i-~-....-.-_!,~.5.:.Q9.~~....._..t.~~~JlQ.;,l...._?JjE.Q,~0- , , ' i--...-.4..--..-..----------------.---...------------.....-~---..-~--------..-~---......-.-------~....-..--..-..------- ~-_--___--__-_-..---......-..------_---__--------..-.-___--J_..________.._J.....______......._.....J........_______...____ . , , __________..__......___________..........._......._____.........:....___-.........--J-.-....-.---.--.!.-----......-....--. I ' , ~._... ..._____._____.....__._........_________~_._.._..._....__1-_.......-..-...--~.....-------.-.......--..-f..---...---..._..-.-- ____________.._.__....___________.......__...___._____~.----.._._......__..._.i..__..__...._.......t._____..._........___ I 1 : $ .. Subtol1l1 : : : $ 2,650.00 _____m_____._.m..._.._..._____.9!!~f'_t~~)l...._m_______m___L__.._...____._..L!.__....J.:g~q, Bend liS. _.......----....-----.--------------........-....-----,---------.----......1---...-----------.t.--..---..-....--.. Total: : I $ 2.782.50 Cost Breakdown Totall $ 2,782.50 I ~ CiiY of Andover (Dan Winkel, Fire Chief) F "- ,--.-J , , \J (~ NOV-c6-20'J4 1",': 23 ROCHON CORP 7635598101 P.06/08 ~I Rocho", CQI'J!ora1ion S,i:rr" hi1 36S'J Anr"l.;polis Lane NOfih PlyrnCl)rh, MN G5447 O!'ic~ 76J t8.H~3~3 F".sx 76~,55S_B'O' Andt ver Fire Station #3 6eulO\ I & As'oeia\e~ 11/16/2004 ReOUf st far Chanae OrclGr #S(bl Oeser plion: Split ( O$f with mechanical contracta, to supply 2 sinQI. phase mataf3 in lieu of le-wireing /ans for 1" 'aslI pawer CO~1 E reakdown Vendor , Labor Materials . Total , I I , ~,~~9 P.....-.-.---------------.....-..-......--------i------......-------..iJ_____..)~1~2:QQ.i-~._0_jJJ.~Q,99- , ' $ - .______ ___________.............____________________.....~.-......-m-----..--~....-....---....---l----.-..--.-o.~ , . __......, ..__.._.________________............_......_...............___ __..:__......_......._._............J-_....._____..__....______~............_..-_..-..........- , , . .....--- -------------.--.............---....---..------------.--.......1.........---.......-----..--.+-...--........-..-...........i-----........-............. . , . ______ .-~--.....-.--._.-.-_.--------------.----.-.----.-...t_--------..---.-..-.1--...---.........-~-...._-t.--...-----..-........- , . , ___.. ,...__ m..___._____.___________________.____i_________.....______.+_____.O.____....'.$____0....___.._ I I I - , ' , Subtotal: , . $ 1,160.00 , , ______ ____....._______._.....__ ________9_"!_~.!"_l~~)j.___..______________~____._..._..m__iJ-______.___~~,9Q Bond I I $ . ---.- ....-....----.--....--------------------....,--------------------t--..-----..------j-------....-..----- Tot;ll: , : S 1.218.00 Cosl Breakdown Total I $ 121800 I ( "JaS( CiiY<.f Andover (08n Winkel, Fire Chief) , , 1,""-___) . , . ) ,~ .' \ \_j ~1Q'.)--15-2004 17: 23 ROCHON CORc 76355981131 P,05/08 ~~ Rochon CCN'PO,ation SI;i\IJ Hil 3650 ^nn3.p,:;.li~ Larl!) f,JCr":~ PIYIT'.o<..:tt1, M~ 5M47 Office 7lJ3,5Sg.9393 f~'.( 763 !5~9_B101 And IJver Fir., Station #3 6eut< w (I. Associates 11116/2004 &sil est for Chanae Order #9 Desulpt1on: Cost cMnge to IV/Ilove II portion of th9 drive seclion at u... intersectJon of Crosstown blvd from concrete pavi, 'g to HI) lI$phaJ~ ~nd extend the curb sections apprOX 3D fI as directed by Chie' Winkel Cost Breakdown Vendor , Labor : Materials , Total , , , , , !fP!!!!!t.~__....._._______._________________........~J__...________n:mp______mm..:..._i_L___J~,?2Q,99J ~~~;~~~;i~S(,l:lP...~~~~L......---.mm-------+--------...-m-.j.-.m------------j.~-..-...?'f~:~ ~':....- .-..--.....--.....-....-......-.....---------------..--.....----............--------..---------....-....-..--.-.....----.......--.. CIaSf 5 malenal and minor SltEI work I : : $ 400.00 ..-..-- ..---..-------------- ----------........--....---......-.---------------.-.....---..-....-..........---..-----......--------- . . ' _.... ............___.._____________.............._..________J___________.._....._.l.._....._____________..l....._................... , I ' _n' _______________.____________.._.________________1_____...________.._.1________________.._j_m_m_.___.. I I : S .. Subtotal: : : S 500.00 _.... ...____..._........______.._m..g_~.!?-_{~JL_.____________.__Lm_____m._____Ll.._.____f-~,~ 60nd I I $ . -mn...o...-------m-.---------.--....i'Otiilr-.....----------l------------------."15.--------52'5:00 Cost Breakdown Tota!1 S 520,00 I JaSo City of Andover (Dan Winkel, Fire Chief) '-) , , '-) , I , ' 'j tjOV-15-2004 17: 24 ROCHCt< CORP 7535598101 P.08/08 ~~ Rochon Corporation Si,;i~1:! 10i 3650 AnnapoliS L<,mF.< r"lcrth r'lymouth, MN 55447 or~ic-e 763.5599393 Fax 763 509810' Anc over Fire Station #3 Beut )w & Associates 11/1612004 Real lest for Chanae Order #3 Desl :ription: Add approximately 30 of curb at the front driveway, have the grades resurveyed and low<< red S' from the Initial site plan. Cost Breakdown Vendor . Labor . Materials , Total . . , . . , Nort lWest Bituminus . $ 375.00 : I $ 375.00 ____._____________o________________________________________+_----------------t------------------r------------------ ~!~~~J:l~!~~~~~~_________________________________l-~-----_~jlQ~~q_f------------------~-~-------~-!g~!l~- ~~_r.t _~~E.~~~J~O ft _C?L9_':!~~_~_~~~~_~O!L__________!--m-_..----LL----l.!E~~0~.LoLoo__g,~?~_1..Q_ : : : $ .. ----~-----------------------------------------------------_.-----------------._-----------------~------------------ . . , . . , ----.---------------.......................................t---------~-------t--------------.---t.....-............ _________________________________________________________--l-----------------i------------------i-----------.------ I ; 1$- Subtotal: . . $ 772.10 . . OH & P (5%): : : $ 38.61 ____._____________.________________________________________J----.---------.~~t-----..-~.-.....-r--.-~---.....---.- Bond : I $ 9,65 ____~_________________________________________________-----~-----------------r---------------~--f-----.-.--------.- Total: : : $ 810,71 Cost Breakdown Totall$ 61071 I Jason Peterson, Project Manager CitY of Andover (Dan Winkel, Fire Chief) TOTRL p.e8 NO')-16-2004 17:24 ROCHel' CORP 7635538101 P.07/08 ~l Rochon Carpor.tion Suite "(']1 36::0 A~napG:.s l.a'lO N~l \1': fliymr..iLJltl M~~ 55447 O!/ie::'! 763.5~9.9::i~:j r"x 76TS5'}21Jl ',__J And"ver Fire Station #3 Beulo " & Associates 11/1612004 !!!!!l!L 1St tor Chanlle Order 1/7 Descl iptlon: Cost '0' furnishing.nd Installing a fire .Ia"" control panel. /hat would be .Ille to communic.fo any" ow meter ./.mls. or smoke detector:l b.ck to the main dispatch communication "enter Cost Ilr""kdown '-) Vendor Labor , Materials ! Total , , , , 9!~.~.~~!'.~.~1!E~r!~_____m_...__________.._.._j_!'___~cQ?.q~Q9.~.L._.1~~!:9..Q.i_L.....~,!~?,9Q I I '$- ____.__.._.......__..._.............___________..._...._____..._~.-.-......----...----l----..-..-...-----~--.........-..------ , , , , ' , _...__.~...__.._.........-..-----_...._-_.._.--_.._.._--_..._--,._..__......------.......,...-..-----...-..--:----...........---..... , ' , _..--- ---------.-----..........----..........................................--...........-.-....-....-.---..--..--..------.........-..--...---.--... , , , -.--~. .--..........-------.-..--------......----....-....-..-.J.................--..--...:...-..........-.......-.......~-..-------.--.._--- , . . , , .....------....-.-.-------....---------.-..-..--1-....-..-.------1---..---..-.-t-$---.....-...:.-- , ' ' Subtotal I , , $ 3,767.00 , , _____'"_......______.___m.__.___._._..Q~.~~.l~~)L..._.._.._.._mLm....__......._.Ll'____.._j~~,~~ Bond I ; $ - _'m __m.. .._________.m___.._________.._._____,____m__......._.__i.._........--.-1-.--....-..--. Total: : , $ 3.955.35 Cost B...~kdown Tor..I [ $ 3,955.35 I Jas. n Peterson, Project Manager CiiY )t Andover (Dan WInkel, FIn! Chief) / '. ,~~ (!j) -' CITY OF NDOVE 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members CC: Jim Dickinson, City Administrator David D, Berkowitz, City Enginee FRO \1: Todd J, Haas, Parks Coordinator SUB TECT: Accept ResignationlPark & Recreation Commission - Engineering DA 1 E: December 7, 2004 INTnODUCTION This item is in regards to the resignation of a Park & Recreation Commissioner, Thomas Goo<lmanson. " DISCUSSION Corr. missioner Goodmanson has offered his resignation bye-mail to the Mayor. Attached is the e-mf il for your review. If th e Council accepts the resignation, one of the candidates that have applied to be on the Corr mission will need to complete his term, which expires December 31, 2005, ACTION REOUIRED The City Council is requested to accept the resignation of Thomas Goodmanson. ResI'ectfully submitted, -,;.~~k Tod,l Haas \ ~-j Atta~hment: Resignation cc: lim Lindahl, Park Commission Chair () / '\ o , \ "J Page 1 of 1 Todd Haas From: Tom Goodmanson [TomG@magenic,com] Sent: Monday, November 29, 2004 11 :36 AM To: Mike Gamache Cc: Todd Haas Subject Resignation Mayor (larnache, After m Jch consideration, I have decided to resign my position on the Andover Parks and Recreation Commi~.sion. The December meetings will be my last with the commission. I want tt) thank you and the City Council for the opportunity to serve. It has been a great pleasure to learn ill< Jre about how our city works and specifically the commitment to our parks. Sincere' y, Thom<u. J. Goodmanson 11/29/21)04 u CITY OF NDOVE ([j) 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CLANDOVER.MN.US FWM: Mayor and City Council ~ Jim Dickinson, City Administrator ~ Vicki Volk, City Clerk TJ: cc: SUBJECT: Approve 2004 Tobacco LicenselWalgreen's DATE: December 7, 2004 nURODUCTION The Walgreen's Store failed to apply for a license to sell tobacco prior to the opening of tI ,err store. ~J IISCUSSION Staffwas made aware that Walgreen's was selling tobacco without a license and informed them that they had to discontinue the sales until a license was approved by the City Council. Pttached is a copy of their application. The $250.00 fee has been paid. P CTION REQUIRED 1 he City Council is requested to approve a tobacco license for Walgreen's from [lecember 8, 2004 to December 3 I, 2004, Fespectfully submitted, iLL. tJ~ Yicki V olk City Clerk J .ttachment: License Application (J 11/30/2001 13:39 WALGREENS TAX ~ 917637546478 NOV ::0 2004 13: 13 FR CITY CF r!',OOVER 763 755 8923 TO 18479145481 HJ.538 001 P.02/02 - , '-~ - 1685 CROSSTOWN 80ULEV4RD N.W. . ANi:lOVER. UINN~SOT^ 55304. (7~3J 755-510D FAX 1763) 755-8923. WWW.CI.ANi:lOVER.MN.US Licen:;e To Sell Tobacco at Retail Application Form Pursuant to City Ordinance No. 227, 1111 persons requesting to sell tobacco at retail are required to provide the following information, f\ppllcant's Name \0('\ \C\ yee.i'l (l). Phone~ \ ~pplicant'sAddress .30() U")l\'(11C~ eA ,~p(.{le\cl \ Ll. (rD:jS' Business Name \1){'J \,q~(')~(j1'K -15 . Bu~iness Address P"c~xm .l\ , 'J Type of Business Conducted at Locatjon_~tc,i Q_ I agree to waive my constitutional rights against search and seizure and will freely permit peace officers to inspect my premises and agree to forfeiture of my license if found to have violated the provisions of Ordinance 227 providing for the ~rantin9 of this license, I hereby solemnly swear that the foregoing statements are true and correct to the best of my knowledge. -11~ 3l') ~()4 Date : ". ~.eceJpt~: :?'~i2€'?, . '. Approved.-', ' 'p~nil'ld "Date . License Fee: $250.00 I City Council Action: I License # ~) ~~ TOTAL PAGE,32 ** @ C) - CITY OF NDOVE To: 1685 CROSSTOWN BOULEVARO N.W. . ANDOVER. MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US Mayor and Council Members ~ Jim Dickinson, City Administrat~ David Berkowitz, City Engineer cDbb cc: From: Kameron Kytonen, Natural Resources Technician ['ate: Accept DNR FireWise Pine Thinning Grant and Approve Quotes and Contractl04-53-Engineering December 7, 2004 Subject: [-lTRODUCTlON 1 he City Council is requested to accept the DNR FireWise grant and approve the quote f'lr a pine thinning and cleanup in the Deerwood Estates development. / " DISCUSSION 1 he intent of the thinning is to create a safer area by lowering the fire hazard, and to i:nprove the health of the pine stand. i...J J, logger will come in to thin out the stands starting in mid-December, and complete the \lork by mid-February at the latest. The pine debris will be piled up in one location and t Ie City will contract out for the removal of that material at a later date, 1 he quotes received for the thinning are as follows: rontractor Hildeaux Service I~vard Contracting Inc. Quote Amount Will pay $10 per cord of merchantable timber $7,455,00 !IUDGET IMPACT ''he estimated total cost of the project is $4,500, Staff will be requesting $2,200 for the I ;rant, which will be used to fund the cleanup portion of the project. The grant request <an be matched through cash payments and/or in-kind services. This grant will be matched by in-kind services, which include the time spent on the project by the Natural Itesources Technician. The total of the in-kind services will exceed the grant request. u ,\CTlON REOUESTED It is requested that the City Council accept the DNR FireWise grant and award the quote to Bildeaux Service. Respectfully submitted, :~o~al Resources Technician (13) ( , , ) CITY OF NDOVE 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755.8923 . WWW.C1.ANDOVER.MN.US CC: Mayor and Council Members ,,~ Jim Dickinson, City Administra~o~ David Berkowitz, City Engineer:t:a:>~ TO: FRO:v1: Jason J, Law, Civil Engineer III SUBJECT: Approve Change Order #1I04-7/Prairie Road & Bunker Lake Blvd Traffic Signal- Engineering DATE: December 7,2004 INTI~ODUCTION This item is in regard to approving Change Order #1 for Project 04-7, Prairie Road & Bunker Lake Boul ~vard Traffic Signal. ~ ) DISCUSSION This change order includes revisions to pavement striping pay items necessary to complete the proj{ ct and to comply with Anoka County requirements. The Anoka County Highway Department requ'res the use of Hot Tape pavement markings for turn arrows, stop bars, and crosswalks at inter ;ections, The County did not comment on this item during the initial plan review, therefore the proj{ ct was bid with epoxy paint pavement message instead of Hot Tape. The changes include the folio wing item as depicted in the attached copy of Change Order # 1. . Change pavement message arrows, 24" solid white striping, and zebra crosswalk pavement markings from epoxy paint to Hot Tape BUDGET IMPACT The additional costs associated with this change order will be funded using the City's Municipal Statt: Aid funds. ACTION REOUIRED The City Council is requested to approve the resolution approving Change Order #1 for Project 04- 7, Plairie Road & Bunker Lake Boulevard Traffic Signal. ( \ '.J Resl,ectfully submitted, ft~p JaSOl J. Law 0/ ./ Atta~hments: Resolution & Change Order #1 r . ) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES, NO, r..IOTION by Councilmember to adopt the following: A RESOLUTION APPROVING CHANGE ORDER #-1. TO PROJECT NO, Jl4-7 FOR PRAIRIE ROAD NW & BUNKER LAKE BOULEVARD NW. V IHEREAS. the City of Andover has a contract for Project No, 04-7 with Forest Lake Contractinq, Inc, of Forest Lake, MN NOW THEREFORE. BE IT RESOLVED by the City Council of Andover to I'.ereby approve the change order to Project No. 04-7. , . \. ; ,j J.dopted by the City Council of the City of Andover this December . 2004. 7th day of CITY OF ANDOVER fITTEST: Michael R. Gamache - Mayor - Victoria Volk - City Clerk (. -'., >' , '\ \J , '\ "J 'J Dec-01-2004 10: 14am From-FOREST LAKE CONTRACT IN. T-169 P.OOZ/OOZ F-Z86 +65146447ZZ - J~ .-.~ SIEH CHANGE ORDeR NO. 1 - 3535 v ldnais Cenler DrjII., S. Po"l, MN SS110-S1116 651,490.2000 8llO.32S.2DSS .51,4.0.2150 FAA City [ f Andover own.,' l:'rairi:!.toad and Bunker Lake Bouleva:rd T/;lffi : Signal/At Grade Crossin~ Prajac I Descrlplfan November 29, 2004 Date 04-11-116 SAP. No. 04-7,04-27 City Projsct NO. 04-11-116 County Project. No. Ando IC!, Minnesolll Pn)fsc. ~ Lccalian A-ANDOV0404.01 SEHNo. The/< C/DwmC changes $""11 be ItUUk to rho conzract rUlcumentt: DoscrlDl'icn: Chm: ,e Pavt Message Atrows. 24' Solic! Whi~ ond Zebra Crosswallc: from Epoxy paint to Hot Tape Basil <1 Cast: IX) Act""l AItatJi ~ (list JlqJpol'ting tloamrenu) D EsrimDzd Cont ~ct Status Ori[ inal Cnntract Net Ohange P~Ot Change Ortlsts; Ch, nge this CI1ange Order. Re\ !sed Contract: Tune September 20, l!OO4 eo", 5295,336.Q9 $1l,512.17 S303,848,l!6 November 17.2004 Recommanded for Approval: Short Elliott Hendriokson Ine. B~~~;;:;;ft /ro Chad e. Setfetholm, Pe IIgre. ,d 10 by Contlactor; Fore,;t Lake Contracting, Ine. 1't.U6,VU Sr ~) "F:-es,'}e".f-. T1Ua Approved for Owner: City Qf Andover cnglnUfffIII tJilllsion OaJa C/lyM,._", o.re Pili. , '\ ,--.J \ '-~ / , v @ 1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304. (763) 755.5100 FAX (763) 755-8923 . WWW,CI.ANDOVER.MN.US TO: Mayor and Council Members FRO:v1: Jim Dickinson, City Administrator SUBJECT: Award Bid Package #3 (partial)/Community Center DATE: December 7, 2004 INTF .oDUCTION At the time of the awarding of Bid Package #3 for the Community Center, Bid Category IIA Food Service Equipment was not awarded due to project budget constraints, DISCUSSION As tre Community Center project has moved into the construction stage and the projected budget has leen evaluated in depth, it was determined that it would be in the City's best interest to accept the low bid provided by St. Cloud Restaurant Supply for Bid Category llA Food Service Equi:Jment rather than try to re-bid the project. The award is for $93,680,00 and a recorlmendation from RJM is attached. AcnON REOUlRED Approve the attached resolution awarding the Community Center, Bid Category llA Food Service Equipment to St. Cloud Restaurant Supply in the amount of $93,680.00. "" '-- Attal hments: Resolution awarding bid RJM letter PROFESS o N A L CONSTRUCT o N S E R V C E S o ~'I''''III]I'' 1111'1 11'~!ii '. It!!!i 1"lll,illl. CDrJSrnucm!;J D ~cember 2, 2004 lVr. Jim Dickinson City of Andover IIi85 Crosstown Boulevard Northwest Andover, MN 55304 R" Andover Community CenterNMCA Recommendations for Award of Contracts- Bid Package 3 (Partial) Cear Jim, o A t this time we recommend that at the next scheduled City Council meeting, that the City Council a Nard the contract for Bid Category IIA Food Service Equipment to St. Cloud Restaurant SClpply, Please see attached the Bid Category summary sheet for Bid Category IIA. If you should have any questions, please feel free to contact me. Sincerely, E rian G. Recker \'ice President o 5455 HWY 169 PLYMOUTH MN 55442 763.383,7600 FAX 763.3.83.7601 BIO FAX 763.553.9670 RJM IS AN EOUi'J. OPPOR1UNllY ENI'lOYER o (f) (') ,.... 0 Q ~ 0 '" c 0 c. 0 ::o~ CD U> Iii c ~ '" 2. (f) C '0 ~ ro c: ;!> 3 0 C ::J ,.... CD _co (J) 00 0 ::J ro ;!> "" 'It ~ ::J ro ;!> "" 'It N ::J ro ;!> "" 'It co ::J - '" ;!> "" t ::J ro ;!> "" 'It en ~ ;!> , c. N c. CD ::J C. c 3 -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< -< ro c: z z z z z z z z z z z z z z z z z z z z z z z z (f) CD 0 C ~ u o rooo> a:a:[ 0-10 '" '" < !lfg~ -If[=< :T o' s: ~ :J 0 ~,,)> ro Q 0 ~ 3 0 ;::: 3 '" 3 CJ C :T ::J N ~ en - (') N III o ::J o _ ... III ... 00 c: (') '" <D <0 o .;;; ~ ~ ;!> -" o o c. (f) CD ~ ci' CD m .0 c '0' 3 CD 2. ~~ , , ,) ~.) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOl ION by Councilmember to adopt the following: A RESOLUTION ACCEPTING BIDS AND AWARDING CONTRACT ADVERTISED FOR PROJECT NO. 02-27 FOR BID CATEGORy 11A, listed within this resolution. WHEREAS, pursuant to advertisement for bids, bids were received, opened and tabuated according to law with results as follows: Food Service EQuipment St. Cloud Restaurant Supply $93,680.00 Whereas, the City Council has received bids and desires in accordance with statE' law to award the contract to the lowest qualified bidder in the aforementioned bid cate ]ory, NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the recommended low bid as shown from the apparent low bidder in bid cate]ory 11A. BE IT FURTHER RESOLVED that the City Council hereby authorizes the Construction Manager to negotiate change orders in the awarded bid category as previously recommended through value engineering and such change orders be brought forward for G pproval as soon as practicable. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with the low bidder hereto described for awarding a contract for the improvements related to the aforementioned bid category; and direct the City Clerk to reta:n the deposit of the successful bidder until the contract has been executed and bond requirements met. MO.,"ION seconded by Councilmember and adopted by tile City Council at a Reaular meeting this 7th day of December , 2004_, with Councilmembers voting in favor of the resolution, and Cou ncilmembers votina aga:nst, whereupon said resolution was declared passed. @ / , l '-' ~NDbVE~ . 685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CC: Mayor and Council Members ~ Jim Dickinson, City Administrator ~ David Berkowitz, City Engineer TO: FROB: SUBJ ECT: Hold Public Hearing/Adopt Assessment RoIIlO4-2/2004 Overlays (Continued)- Engineering DAT~: December 7,2004 INTF ODUCTION The ::ity Council is requested to hold a public hearing and approve the resolution adopting the asses ;ment roll for Project 04-2, 2004 Overlays in the area of Kiowa Terrace & Valley View Estates 2nd Addi'ion. I' , , , U DISC USSION The :~004 Mill & Overlay project has been completed and the cost for the concrete curb and gutter is beinf assessed to the benefiting properties in concurrence with the 429 assessment process. The final assesiment cost for each property in the Kiowa Terrace development is $1,841.54 (estimated feasibility asses ;ment $2,398.80), The final assessment cost for each property in the Valley View Estates 2nd Addi ion development is $2,225.18 (estimated feasibility assessment $3,042.18). The ] emaining conslruction amount for the 2004 Mill and Overlay project was funded from the Road & Bridle Fund ($634,198.25) along with a percentage of the indirect costs. Attac hed are the following: . F ,esolution adopting the assessment roll . t fotice sent to property owners and newspaper . Ust of property owners . f cSsessment worksheet and detailed calculations Bur; GET IMPACT The street reconstruction is funded from the Road & Bridge Fund. The concrete curb and gutter cons: ruction plus a relative percentage of the indirect costs associated with the concrete curb and gutter cons: ruction is being assessed to the benefiting properties. ACTION REOUIRED The '::;ity Council is requested to approve the resolution adopting the assessment roll for Project 04-2, in the a'ea of Kiowa Terrace & Valley View Estates 2nd Addition. Resp ectfully submitted, ,) Q".Jz0~ Davi:l Berkowitz ;:;::s- A !un R I. N' -/ d ./. f ./ ttac ents: eso ulton, oltce sent to property owners an I pewspaper, LIst 0 property owners & Assessment worksheet and detailed calculations ,; ~J CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES, NO, rv.OTION by Councilmember to adopt the following: A RESOLUTION ADOPTING THE ASSESSMENT ROLL FOR THE IrAPROVEMENT OF PROJECT 04-2, 2004 OVERLAYS IN THE AREA OF KIOWA TERRACE & VALLEY VIEW ESTATES 2NLJ ADDITION C) WHEREAS, pursuant to proper notice duly given as required by law, the City Council has met and heard and passed upon all objections to the proposed a ssessment for the improvements, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF .tNDOVER, MINNESOTA: 1, Such proposed assessment, a copy of which is attached hereto and made part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. :<. Such assessment shall be payable in equal annual installments, extending over a period of 5 years, the first of the installments to be payable on or before the first Monday in January, 2005 and shall bear interest at a rate of 5112 percent per annum from the date of the adoption of this assessment resolution. ~, The owners, of any property so assessed may, at any time prior to certification of the assessment to the County Auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the City Treasurer, I AOTION seconded by Councilmember City Council at a reqular meeting this 7th Council members ,'oting in favor of the resolution, and Councilmembers and adopted by the day of December ,2004 ,with voting 1lgalnst, whereupon said resolution was declared passed, CITY OF ANDOVER I\TTEST: Michael R. Gamache - Mayor , , ....-.J - 'Iictoria Volk - City Clerk C 'I T Y 0 F NDOVE / '\ \'J 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.C1.ANDOVER.MN.US I ~ovember 4, 2004 ~e: 2004 OverlaysNalley View Estates 2nd Addition/Project 04-2/Street Construction . '\ \'J .Jear Property Owner: Enclosed please find the public hearing notice for the proposed assessment for street construction in the 2004 Overlay project. The public hearing has been rescheduled to Tuesday, December 7,2004 at 7:00 p.m. As you will note, the estimated assessment per lot for Valley View Estates 2nd Addition was $3,042.18 and the actual assessment amount will be $2,225.18. If you have any questions, feel free to contact me at (763) 767-5133, Sincerely, David D, Berkowitz, P.E. City Engineer O~Q. DDB:rja Enc\. () / " I \'-j CITY OF NDOVE 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA PROJECT NO, 04-2 r JOTICE IS HEREBY GIVEN that the City Council of the City of Andover, Anoka County, Minnesota will meet at the Andover City Hall, 1685 Crosstown Boulevard r lW in the City of Andover, on Tuesday, December 7, 2004 at 7:00 PM to pass upon the proposed assessment for the improvement of street construction in the following described areas: 2004 Overlays Valley View Estates 2nd Addition :\ 'oj The amount to be specially assessed against your particular lot, or parcel of land is :; 2,225.18 . You may at any time prior to certification of the assessment to the County Auditor, pay the entire assessment on such property, with interest accrued to ~ he date of payment to the County Treasurer. No interest shall be charged if the '~ntire assessment is paid within 30 days from the adoption of this assessment. You .nay at any time thereafter, pay to the City Treasurer the entire amount of the lssessment remaining unpaid, with interest accrued to December 31 of the year in 'Nhich such payment is made, The first of the installments to be payable on or before .he 1 st Monday in January 2005 . If you decide not to prepay the assessment Jefore the date given above the assessment shall be payable in equal annual nstallments extending over a period of 5 years and shall bear interest at the rate of 5Y> percent per year. The right to partially prepay the assessment is not 3vailable. The proposed assessment roll is on file for public inspection at the City Clerk's Office, The total amount of the proposed assessment for your development is $ 44,503.53 , Written and oral objections will be considered at the meeting. No appeal may be taken as to the amount unless a signed, written objection is filed with the Clerk prior to the hearing or presented to the presiding officer at the hearing. The Council may upon such notice consider any objection to the amount of a proposed individual assessment at an adjoumed meeting upon such further notice to the affected property owners as it deems advisable. An owner may appeal an assessment to District Court pursuant to Minnesota Statutes Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the District Court within ten days after service upon the Mayor or Clerk. . BY ORDER OF THE CITY COUNCIL !L;;t):o I/,;./b Victoria Volk - City Clerk /-, , ) '-~ ---. ~.-'3 . ...... __,I';' ~ IVV- - 1-800-GQ-AVERY ~ AVIt:.I'ty"" 5~I)O'" CURRENT RESIDE iT 3735 VAlLEY VIEW DR /" 'DOVER, MN 55314 , '-' CURRENT RESIDENT 17004 VALLEY DR ANDOVER. MN 55304 CURRENT RESIDENT 3S29VALLEYVlEW DR ANDOVER, MN 55304 CURRENT RESIDE 'IT 3754 VAlLEYVlEVl DR ANDOVER, MN ~ 14 I: CURRENT RESIDENT 394511>9'TH l.N ANDOVER, MN 55304 08 32 24 24 0014 JAMES & BARBARA JANUARY 3754 VALLEY VIF:W DR. r-NV ANDOVER, MN 55304 CURRENT RESIDE 'IT 3839 VALLEY VlEVI DR ANDOVER, MN55::14 083224240012.. . J~ESJl. BARBARA JANUARY 37S4 VA~~EY VIF:W DR. NW ANDOVER. MN 55304 CURRENT RESIDENT 1695B VAllEi VIEW DR ANDOVER, MN 55304 CURRENT RESIDE NT 3855VALLEYVlEVI'DR ANDOVER, MN ss:: 04 CURRENT RESIDENT 3818 VALLEY VIEW DR ANDOVER, MN 55304 CURRENT RESIDENT 3761 11>9'TH l.N ANDOVER, MN 55304 CURRENT RESIDE NT 383ll VALLEY VIEV" DR ANDOVER, MN 55: 04 CURRENT RESIDENT 386411>9'TH l.N ANDOVER, MN 55304 CURRENT RESIDENT 3832 11>9'TH l.N ANDOVER, MN 55304 .E " ( , .,_....~ CURRENT RESIDE NT 395211>9'TH l.N ANDOVER, MN 55: 04 CURRENT RESIDENT 17017 VAllEY VIEW DR ANDOVER, MN 55304 ~. CURRENT RESIDE NT 3808 1 I>9'TH l.N ANDOVER, MN 55: 04 CURRENT RESIDENT 3759 VALL.EY VIEW DR ANDOVER, MN 55304 CURRENT RESIDENT 3811 VALLEY VIEW DR ANDOVER, MN 55304 VAI&'! V;~ 2r-/ ZO r~J . , \.j 19~5 (lI).AMl;I^'" ~ ^1I3^'<f.09-o08-~ - , I '--." - 9\NDbVE~ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US ~ lovember 4. 2004 He: 2004 Overlays/Kiowa Terrace/Project 04-2/Street Construction Dear Property Owner: Enclosed please find the public hearing notice for the proposed assessment for . " !;treet construction in the 2004 Overlay project. The public hearing has been ...j rescheduled to Tuesday, December 7,2004 at 7:00 p,m. ,\s you will note, the estimated assessment per lot for Kiowa Terrace was $2,398.80 and the actual assessment amount will be $1,841.54. :f you have any questions. feel free to contact me at (763) 767-5133. 3incerely. (~~0.,~ David D. BerkOWitz. P.E. City Engineer DDB:rja Enc!. . , \ '_/ ,~) ~NDbVE~ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA PROJECT NO. 04-2 r JOTICE IS HEREBY GIVEN that the City Council of the City of Andover, Anoka County, Minnesota will meet at the Andover City Hall, 1685 Crosstown Boulevard IJW in the City of Andover, on Tuesday, December 7, 2004 at 7:00 PM to pass upon lhe proposed assessment for the improvement of street construction in the 101l0wing described areas: 2004 Overlays Kiowa Terrace / '\ ,~ The amount to be specially assessed against your particular lot, or parcel of land is S 1.841,54 . You may at any time prior to certification of the assessment to the ::;ounty Auditor, pay the entire assessment on such property, with interest accrued to :he date of payment to the County Treasurer. No interest shall be charged if the 3ntire assessment is paid within 30 days from the adoption of this assessment. You ,11ay at any time thereafter, pay to the City Treasurer the entire amount of the 3ssessment remaining unpaid, with interest accrued to December 31 of the year in Nhich such payment is made. The first of the installments to be payable on or before the 1 st Monday in January 2005 . If you decide not to prepay the assessment before the date given above the assessment shall be payable in equal annual installments extending over a period of 5 years and shall bear interest at the rate of 5Y2 percent per year. The right to partially prepay the assessment is not available. The proposed assessment roll is on file for public inspection at the City Clerk's Office. The total amount of the proposed assessment for your development is $ 51.563.07 . Written and oral objections will be considered at the meeting, No appeal may be taken as to the amount unless a signed, written objection is filed with the Clerk prior to the hearing or presented to the presiding officer at the hearing, The Council may upon such notice consider any objection to the amount of a proposed individual assessment at an adjourned meeting upon such further notice to the affected property owners as it deems advisable. An owner may appeal an assessment to District Court pursuant to Minnesota Statutes Section 429,081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the District Court within ten days after service upon the Mayor or Clerk. BY ORDER OF THE CITY COUNCIL u ~{/~ Victoria Volk - City Clerk Use Avery0 TEMPU:rE 5160'" I-oUU-U__I''''1' I'oR I - 18322434Q022 CURRENT RES DENT 15841 KlOWAST , "ANDOVER. MN 55304 '-.../ 1832243400'" CURRENT RESIDENT 15820 t<JQWA ST ANDOVER. MN 55304 183224340008 CURRENT RESIDENT 15831MAKAHST ANDOVER. MN 55304 163224340023 CURRENT RE~ IDENT 15821 KIOWA ~.T ANDOVER. MN 55304 163224340005 CURRENT RESIDENT 15810MAKAHST ANDOVER. MN 55304 183224340020 CURRENT RESIDENT 15810 KIOWA ST ANDOVER. MN 55304 183224340009 CURRENT RE >lDENT 15821 MAKAH ST ANDOVER. Mil 55304 18322434OClO6 CURRENT RESIDENT 15800 MAKAH ST ANDOVER. MN 55304 183224340024 CURRENT RESIDENT 4421158THAVE' ANDOVER. MN 55304 18322434C01 r CURRENT RE SIDENT 15800 KIOWA ST ANDOVER. M -155304 183224340025 CURRENT RESIDENT 4401158TH AVE ANDOVER. MN 55304 183224340021 CURRENT RESIDENT 15840 KIOWA ST ANDOVER. MN 55304 18322434C01 ) 183224340018 183224340011 CURRENTRI :SIDENT CURRENT RESIDENT CURRENT RESIDENT 15801 MAKAlI ST 15740KlOWAST 15741 MAKAH ST ANDOVER. ~ N 55304 ANDOVER, MN 55304 ANDOVER. MN 55304 / \ , / 18322434llCr. 7 183224340012 18322434C017 CURRENT R ~SIDENT CURRENT RESIDENT CURRENT RESIDENT 4420 156TH . \VE 15731 MAKAH CIR 15730 KlOWAST ANDOVER. r IN 55304' ANDOVER, MN 55304 ANDOVER. MN 55304 1832243400 !6 CURRENT F .ESIDENT 4400 156TH AVE ANDOVER. >IN 55304 18322434OO2B CURRENT RESIDENT 15721 K10WAST ANDOVER. MN 55304 183224340016 CURRENT RESIDENT 15710KlOWAST ANDOVER. MN 55304 183224340( 13 CURRENT ItESIDENT 15721 MAK\HCIR ANDOVER. MN 55304 18322434OOCl7 CURRENT RESIDENT 15841MAKAHST ANDOVER. MN 55304 18322434C014 CURRENT RESIDENT 15701 MAKAH CIR ANDOVER. MN 55304 1832243401115 CURRENT RESIDENT 15700 KlO\ ~A ST ANDOVER MN 55304 183224340029 CURRENT RESIDENT 1~ KIOWAST ANDOVER, MN 55304 183224340003 CURRENT RESIDENT 4530 159TH AVE ANDOVER. MN 55304 r ~ lJ 18322434C J04 CURRENT RESIDENT 15830 MAl:AH ST ANDOVER. MN 55304 @09~S @AH:I^" ~ ~oW4 ~~ :2 5 ~A-RC ELS ^1I3^,f-09-o09-~ WO)'Nahe'MMM -- @OHS 3l\f1d1t\lll @Ne^VeSn 6U!lU!Jd eeJ~ wer - SANDbVE~ o 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RESCHEDULED PUBLIC HEARING FOR PROJECT NO, 04-2 IJOTICE IS HEREBY GIVEN that the City Council of the City of Andover, Anoka County, Minnesota will meet at the Andover City Hall, 1685 Crosstown Boulevard IJW in the City of Andover, on Tuesday, December 7,2004 at 7:00 PM to pass upon the proposed assessment for the improvement of street construction in the o 101l0wing described areas: . 2004 Overlays Kiowa Terrace & Valley View Estates 2nd Addition The proposed assessment roll is on file for public inspection at the City Clerk's 'Jffice. The total amount of the proposed assessment is _$51 ,563.07 ($1,841.54110t) ~<iowa Terrace & $44,503.53 ($2.225.18/100 Vallev View Estates 2nd Addition 'Nritten or oral objections will be considered at the meeting. No appeal may be taken 1S to the amount unless a signed, written objection is filed with the Clerk prior to the ,learing or presented to the presiding officer at the hearing, The Council may upon ,uch notice consider any objection to the amount of a proposed individual 3ssessment at an adjourned meeting upon such further notice to the affected ;:>roperty owners as it deems advisable. An owner may appeal an assessment to District Court pursuant to Minnesota Statutes Section 429.081 by serving notice of the appeal upon the Mayor or Clerk of the City within 30 days after the adoption of the assessment and filing such notice with the District Court within ten days after service upon the Mayor or Clerk, BY ORDER OF THE CITY COUNCIL o .~ (j~ Victoria Volk - City Clerk Publication Date: November 19, 2004 (Anoka Union) r-inal-Andover Special Assessments / , '-~ Project Name: 2004 OVerlays Dale: 2/17104 Feasibirily Repo. I Contract Award Date: 5/4/04 Final Construc1 ion Final Exoenses Engineering Qnc udes Inspection): Aerial Mapping (1 % of streel) Drainage Plan (C .3% of street/storm) Administration (: %) Assessing (1%) Legal & Easeme,l Advertising City Costs Streel Signs Testing Consbuc:tion IntE rest Total Final Expi ,nses Expenses Multip ier Final Project C, st Project No. : 04-02 Amount $957,160.52 Amount $789.955.59 Amount $ 718,606.25 $ $ $ $ $ $ $ $ $ $ $ $ 67,125.42 21,558.19 7,186.06 604.37 1,485.10 1,296.25 99,255.39 13.8122% Amount: $ 817,861.64 / \ '-,,-<IOWA TERRACE Ac:tual Assessabe Construction Costs Indirect Expense i Total Assessab- e Costs Actual Assessment Rate Per Unit Feasibility Assessment Rate Per Unit $45,305.40 $6257.07 $51,563.07 $51,563.07 /28 Units = $67,166.51 /28 Units = $1,841.54 $2,398.80 Vanev View Est lies 2nd Addition Ac:bJal Assessab e Construction Costs Indirect Expense; Total Assessabl, Costs Assessment Rale Per Unit Feasibility Assessment Rate Per Unit $39,102.60 $5400.93 $44,503.53 $44,503.53 120 Units = $60,843.67 1 20 Units = $2,225.18 $3,042.18 ~~J c;,y "'"ied 03- '5 () ~ , \ '--./ - ... ~ ..... o l-o j:l.( .... 0: - l-ol'l Q,lO ... I o~ ~~ ~u ., <. ''; " " ,0' .~ ,- ... ~~ '.. "'.. ~..~ o, ' o,'" ...- "11f;; 3 Q,) = ." o"'d: fl)"::= O''-''~ ~ .'l '" ,. ~ .'l r; 0 IrJ '0 u c _ aU U U 0"'''' 'Do,,,, C"-ioff'i 000 -.". '" ~.n"; "'''''.". "" ... ~ ... 0: l-o l-o ~ E-l 0: := o :2 0 '" '" t: .". 'D => .,; ...: ::i " Co. 0 '" ~ '" N '" .,; '" ..< ~ .". ... '" ... '" :0 .;;; = ~ 13 ~ 13 = 0 a '" 0 '" 13 13 !:: E-< - .- ... - - ~ ~ ~ ;!:; ;!:; .- "" ;> ;> "l:l ~ .. - - "l:l g 5 I: < .::; ~ ~ "l:l 13 ~ ...~ = ~ ~ "N l'l .... '" "" "-l ",0. .. u~ Q,l i:l - ... = ~i!E', i:l - '" ?S,. -.: >"l .c I - ~ <! .; := U.l ~ ;> ~ 'lll .- '" ;>- I N - t' ~'1W '" i 0 - - M 0: '" ;>- "1. - I '" 'f.i'i. ... !l ~':i:: it!:e; '" 0 u = 0 .- - ... = l-o - '" = 0 u ~ - ..Q 0: '" '" ~ '" '" < ~: "'I g~: ~.t] ~ . iB~ ~ "? ~ ~ ~".":~ a a a ~mf'~1j\) 0;;>,:". (;) ~ :s ':u:.a t:j ...... ",,-:r.;" :: - ~ ......~,. ~ ~ f~~- "? ~ ~;a s .,:-~' ~ t'i:::l ~oQ t""'l ~: ~ ~tl ~~ .c ~~- ~ g~;- .... "-"" 0 ILl~ ~ li- I '" - '" o U = o .- - ... = l-o - '" = o U ~ - ..Q 0: '" '" Q,l '" '" < - = = - ... < t: " Co. . '" ~ :0 'iij . !::. E-<E-< - - ;!:;;!:; ;>;> - - ~'" ~!;.:i ~l"" ....q ~t:i Ii I tI) t:: .; 5 ;> 0 N - '" '" M 0 '" ."." .". ... '" x ui u; o (.) a> :0 '" '" '" a> '" '" <( n; c u: @ (J CITY OF NDOVE 1385 CROSSTOWN BOULEVARD N.W, . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CC: Mayor and Councilmembers ~ Jim Dickinson, City Administrator I Finance Direc~ Lee Brezinka, Assistant Finance Director ~ TO: FROM: SUBJECT: Public Hearing - 2005-2009 Capital Improvement Plan DATE: December 7, 2004 INTRJDUCTION The City Council is requested to hold a Public Hearing to give the public the opportunity to comment on the prJposed 2005-2009 Capital Improvement Plan (CIP). DISCUSSION A pullication (attached) was in the Anoka Union noticing a public hearing that will be conducted by the City ':::ouncil of the City of Andover, Minnesota on Tuesday, December 7, 2004 at 7:00 p.m. The / " propc sed 2005-2009 CIP (attached) is the product of numerous staff meetings and workshops with the ',J City Council. BUD'iET IMPACT Detai' ed cost analysis is presented in the attached ClP document. ACT] ON REOUIRED Appmve the attached resolution adopting the 2005-2009 CIP. Respldfully submitted, ~-7)~ Lee I:rezinh v" / Attac hments - Publication, Resolution & 2005-2009 CIP :.J ,,-- '\ '-) :~ u CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA NOTICE OF PUBLIC HEARING The Aldover City Council will hold a public hearing on the 2005 - 2009 Capital Improvements Plan a' 7:00 p.m., or soon thereafter as can be heard on Tuesday, December 7, 2004 at Andover City Eall, 1685 Crosstown Blvd NW, Andover, Minnesota. The purpose of the hearing is to receive public testimony on its proposed Capital Improvements Plan for the five-year period from 2005 frrough 2009, The proposed Capital Improvements Plan is on file and is available for review in the Finance Director's Office at City Hall. Jim Dickinson, City Administrator / Finance Director Public Ition Dates: November 26, 2004 December 3, 2004 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA , , '--~ RES. NO A RESOLUTION ADOPTING THE CITY OF ANDOVER 2005-2009 CAPITAL IMPROVEMENT PLAN. WI :EREAS, the preparation and adoption of capital improvement plans is recognized as sound financial practice; and WI IEREAS, the City of Andover has the responsibility to appropriately and efficiently manage the public's funds; and WI IEREAS, the City of Andover has the responsibility to appropriately and efficiently manage the public's infi astructure and equipment; and NOW, THE lliFORE, BE IT RESOLVED that the City Council of the City of Andover hereby adopts the 2005-2009 City of Andover Ca )ital Improvement Plan. Adopted by the City of Andover this 7th day of December 2004. CITY OF ANDOVER Michael R. Gamache - Mayor ATTEST: Victoria Volk - City Clerk . , "j ~J '" STATE OF \1INNESOTA) '-.) , ,-j () COUNTY ('F ANOKA) CITY OF A'lDOYER) I, the unde" igned, being the duly qualified and acting City Clerk of the City of Andover, Minnesota, do hereby certifY that I have carefully compared the attached Resolution No. _ adopting the City of Andover 2005-2009 Capital Improvement Plan with th, original record thereof preserved in my office, and have found the same to be true and correct transcript of the whole there If. IN TESTIlY ONY WHEREOF, I have hereunto subscribed my hand this 7th day of December 2004. Yictoria Yolk - City Clerk ([j) CITY OF NDOVE / '\ ,_J 1685 CROSSTOWN BOULEVARD N,W, . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER,MN,US CC: Mayor and Councilmembers ~ Jim Dickinson, City Administrator ~ Will Neumeister, Community Development Director TO: FRO:v1: Courtney Bednarz, City Plann~ SUBJECT: Consider Comprehensive Plan Amendment/Update Sewer Staging Plan - Planning DATE: December 7,2004 INTI~ODUCTION This item continues the discussion from November 3, 2004 concerning the Sewer Staging Plan updae. The staff recommendations remain as discussed at this meeting, The attached resolution and , ccompanying map reflect the following notable items: 1. The Planning Commission's recommendation to include both properties at 849 and 891 1 54th Lane NW. , I '---/ 2. A change from 2010-2015 to 2005-2010 for three properties at the southeast comer of the Rural Reserve. If th" Council disagrees with these items or other components ofthe proposed Sewer Staging Plan the resolution and map will need to be modified, The minutes from the Planning Commission and Council meeting are attached, DIS<:USSION Pub ic Participatiou As a part ofthis process, a series of neighborhood meetings were held to receive feedback from prop~rty owners. The meetings were well attended and with minor adjustments nearly all prop erty owners seemed satisfied with the proposed staging plan. Summary of Proposed Chanl!es Sou heast Corner of Rural Reserve Thr{ e properties are proposed to move up to the 2005-2010 Sewer Stage for the following reaS'lllS: ') '. For proper master planning of the Rural Reserve, The property owner to east has extended the Agricultural Preserve designation. If a notice of expiration were filed today, the property could be removed from the program in 20 II. .' '. ) Eas t of Prairie Road The proposed changes reflect the boundaries of the trunk sewer line that will serve each area witL staging based on the distance from the existing trunk line. r , '--.-) Southwest Corner of Crosstown Boulevard and Prairie Road Two Jroperty owners have submitted letters requesting an earlier sewer stage than is proposed (see ,ttached letters and location map), The draft update places these properties in the 2010- 2015 stage based on the sewer trunk designated to serve them and their distance from it, Their request is to be included in the 2005-2010 stage which would mean these properties would be serve j instead by an extension of the trunk sewer line shown along Crosstown Boulevard in Figure 6 of the Sewer Study. Staff reviewed the requests from these property owners and a sketch plan for the properties to the north and has the following comments: 1. There is limited capacity in the trunk sewer line that will be extended along Crosstown Boulevard, As previously discussed, a Bypass will need to be constructed to serve the areas as shown on Figure 6. 2 Adding a limited number of lots to this system is possible, but not recommended unless there is a compelling reason to vary from the Sewer Staging Plan. 3. When the area to the north develops, it is likely that the only access will be from Prairie Road as the distance between the rail line and Prairie Road and Crosstown Boulevard would prevent a new access from meeting the County's spacing requirements. . , \._j 4. The intersection of Crosstown Boulevard and Prairie Road will be signalized in the future. According to County design specifications, this improvement may involve a median that would extend nearly 900 feet to the south. An access point to Prairie Road closer than this point would then be limited to right-in/right out. < If an access to Prairie Road is moved south to clear the future median it would be difficult to achieve a second access for the development without involving one of the properties that has petitioned to be included in the 2005-2010 Sewer Stage. L If there is a compelling reason to vary from the Sewer Study to involve property designated by the sewer study to be served by a different trunk line it would be to allow a second access via connection with I 54th Lane NW, The property located on the corner of l54'h Lane NW and Prairie Road (849 154'h Lane) has petitioned for the 2005-2010 Sewer Stage and can provide this access and an efficient lot arrangement around it. I:. The property owner to the west (891 I 54'h Lane NW) has also petitioned for the 2005- 20 I 0 Sewer Stage, in part due to the fact that this would result in urban development on two sides of his property, The Andover Review Committee discussed ways to accommodate this request, This discussion included the following comments: I. ) a. The most efficient use of the property would achieve eight lots by arranging back to back lots fronting to the north and south. The lots facing north could be served from the north with the Crosstown trunk sewer line. b. The lots facing south would require sewer service to be extended through side yards or along 1 54'h Lane from the east. Neither scenario is recommended. The , , . '- ' City does not typically provide sewer service through side property lines because it causes additional expense, locates the infrastructure within an easement on private property which may be a maintenance concern in the future, and reduces the buildable area oflots encumbered with the easement. c. Sewer service from the east for the south facing lots is not desirable because it would cause I 54th Lane NW to be disturbed both in the short term and in the future when the trunk sewer from the south arrives to serve the remainder of the properties on the cul-de-sac, Basell on review of these comments, staffrecommends that 891 154th Lane NW remain as prop,.sed in the 2010-2015 Sewer Stage or that, if the property owner desires, the north half of the p 'operty be allowed to be included in the 2005-2010 Sewer Stage for the reasons described abov,:. Plan ling Commission Recommendation As rr entioned above the Planning Commission unanimousl~ recommended approval of the proposed Sewer Staging Plan update with 841 and 891 154 Lane NW in their entirety included in th" 2005-2010 Sewer Stage. The minutes from this meeting are attached. ACTION REOUESTED The '::;ouncil is asked to approve the proposed staging plan update with any modifications it feels are a Jpropriate. , , '_! AUa ~hments Resclution Map of southwest comer of Crosstown Boulevard and Prairie Road Aeri: ,1 photograph of southwest comer of Crosstown Boulevard and Prairie Road Lett( rs from property owners Resc lution Attachment A - Proposed Sewer Staging Plan (11x17 in packet) Figu"e 6 of Sewer Study (11x17 in packet) Plan ling Commission Council Minutes 1._) ,-- ~ \" -' :' '. '-' CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION AMENDING THE COMPREHENSIVE PLAN OF THE CITY OF ANDOVER TO UPDATE THE SEWER STAGING PLAN WHE REAS, The City has conducted a Sewer Study to determine how the trunk sewer system can b ~ expanded to provide municipal utilities to undeveloped areas within the Metropolitan Urba 1 Service Area (MUSA), and; WH[REAS, the analysis designates the location offuture trunk sewer extension, and; WHI:REAS, the location offuture trunk sewer extension will require modification to the City's Adorted Sewer Staging Plan, and; WHLREAS, the Sewer Staging Plan has been adopted as Figure 6 ofthe City's Comprehensive Plan and modification of this plan requires an amendment to the City's Comprehensive Plan, and; WHI ,REAS, a public hearing was held pursuant to state statutes, and; WHI ,REAS, the Planning and Zoning Commission recommends to the City Council approval of the Comprehensive Plan Amendment with the following changes: 1. To include properties located at 849 and 891 Crosstown Boulevard NW and all property north of South Coon Creek in the west half of the Northeast Quarter of Section 28, Township 32 Range 24, Anoka County, Minnesota in the 2005-2010 Sewer Stage. WHEREAS, The Council finds the proposed use will not be detrimental to the health, safety, mords and general welfare of the occupants of the surrounding land, and; NOW, THEREFORE, BE IT RESOLVED, that the City Council ofthe City of Andover hereby agre ~s with the recommendation of the Planning and Zoning Commission and adopts an updated sewn Staging Plan as illustrated on Attachment A subject to review and approval by the Metropolitan Council. Ado?ted by the City Council of the City of Andover on this _ day of ,2004. CITY OF ANDOVER Michael R. Gamache, Mayor ATTEST: :. ) Victoria Volk, City Clerk 15748 w 9 I I ~ 15743 0 0 15726 I , " :2 --' 773 71E g U < 15725 f5 I 15710 ;,) )- i...i.l 841 I (f) c: J..-------- I i I 752 I 939 \ 15633 j I I 838 I \ 15615 I I I 15553 ~>:~"'~:;-I -:.": ;~.'''l I 1021 I ......; 15582 , 15549 " ..' ". ,... I ~~i:~ ! 15535 ~L~ I 968 I ;";'M".- 'r~~ '". _.'T>: ;\~.~~....,..~~- 15540 [f 15527 q. 15505 I I I I I I 15451 978 I I \ 890 836 15425 I I I I 1535 I 15380 I I 15333 1 15300 15313 \J M 11' andData 8=: C ty if.Andover Departments: Engineering; PlannIng: Public Works; Gl~ N + Snk U: _ioM-4<<Jftd 1:4.MJ(J ~ \J' _,..,......... BeaI:. MdrlaN_....... co:a.delIsr-1M: J, Mbc-tJ.AJRsM'1 ~_ Ilel"'onkWM*CII ~p"'" .ulima'. ~1L"oCJSDATA.\COD\I"R:OJICI'a.\t1TOMAJ'.J.PR. - 51' ..0Il!ll_:z!D3Ot:151 -G"- / "- u , , { \ \.J () RECEIVED SEP 1 6 2004 Sept(mber 13,2004 CITY OF ANDOVER Will Neumeister Com nunity Development Director City )f Andover 1685 Crosstown Blvd NW Anduver, MN 55304 Dear Mr. Neumeister, I own 2.53 acres located at 849 I 54th Lane NW. The legal description is: THE E 400 FT ON N 300 FT OF SE1/4 OF NE1/4 EX RD SUBJ TO EASE OF REC I understand my Property is currently in the 2010-2015 sewer staging and my immediate neigJ lbors to the north, Tom and Tammy Finnis at 15400 Prairie Road, have been moved up to 2005 sewt r phasing in the new proposed sewer staging plan. With this letter I am petitioning the City of Andover to move up my sewer staging so I am also :n the 2005 sewer phasing and I have the opportunity to apply for Preliminary Plat approval in conj'mction with the Finnis property. I have authorized Laurie E. Karnes, Broker, of Land For Sale, Inc. to represent me in the my sew( r staging petition. She can be reached at Land For Sale, Inc., P.O. Box 1958, Maple Grove, MN,55311. Her phone is (763) 420-4757, Thank you for your help. Sincerely, 'frl~~ Maryann Kelner -7~ u C) ~) October 15, 2004 Mr. Will Neumeister Community Development Director City of Andover 1685 Crosstown Blvd. NW Andover, Minnesota 55304 Re: MUSA Staging for the property legally described as the NW 1/40fthe l'--n 1/4, Section 28, Township 32, Range 24 [lear Mr. Neumeister, l.shford Development Corpomtion respectively requests that the MUSA Staging for the above described parcel be moved up from the 2010-2015 time period to the 2005-2010 time period to allow for development ofthe r arcel. Sincerely c;NW~ Jerry Windschitl I 'resident -<'- /- , " Sept ember 23, 2004 '.~ Anthony Eugene Schippers Iuli ~ Kaye Schippers 891154thLaneNW Andover, Minnesota 55304 Will Neumeister Con munity Development Director City of Andover 168:; Crosstown Blvd, NW And:>ver, MN 55304 Dea- Mr. Neumeister, We JWD the property located at 891 154th Lane NW in Andover and understand that our property is Cl rrently in the 2010-2015 sewer staging plan, Our immediate neighbors to the north, Tom and Tammy Finnis at 15400 Prairie Road, have been moved up to the 2005-2009 sewer phasing in tl e new proposed sewer staging plan. We also understand that our neighbor immediately to the east of our property, Mary Ann Kelner, has also petitioned the city to move into the 2005- 200'> sewer phasing. . , o Wit: 1 this letter, we are petitioning the City of Andover to move up our sewer staging so we are also in the 2005-2009 sewer phasing to enable us to have the potential to apply for preliminary plat approval in conjunction with the Finnis and/or Kelner property, We have not made a final decision on whether to proceed but desire to keep our options open at this time. Sin;erely, If,:if~ 1! -< An- hony E. Schippers 9'/2]/;).~<f ~.~ l<\., Yi~~ Iu\: e K. Schippers (J -J"- C) Reg! lar Andover City Council Meeting Mim Us - November 3, 2004 Page 8 COJl'SIDER COMPREHENSIVE PLAN AMENDMENTIUPDATE SEWER STAGING PLAN Community Development Director Neumeister stated this item is intended to update the Sewer Stag ng Plan to reflect the Yellowpine Alternative of the Sewer Plan that was selected by the Coullcil. COUllcilmember Trude wondered when the Planning Commission decided to include the two lots on 154tl Lane, were there residents from the entire neighborhood at the meeting. It was indicated there were residents at the Planning Commission meeting. Am lp of the area was shown and Mr. Neumeister discussed the proposal with the Council. COUllcilmember Trude stated because of Ag Preserve land, the only potential area that would first have new sewer pipeline to it would be the yellow area on the map. Mr. Neumeister stated that was correct. COUllcilmember Trude wondered ifthere were any issues brought up by residents regarding that area. Mr. Neumeister stated they talked directly with the neighbors and there is some interest to have ~ ) som" properties moved up from 2010 to 2005. Cou:lcilmember Orttel stated the sewer either has to come from the south or from Andover Bou' evard. Mr. Neumeister stated it would have to come from the south because there is not enough capa;ity down Andover Boulevard to extend it any further. Mr. ~eumeister showed on the map the sewer staging plan of the area. Ms. Kames, Land for Sale, stated all of the property owners are aware of the project. Cou lcilmember Trude wondered how many property owners were a part of the sketch plan. Ms. Kan es stated all of them were. Cou lcilmember Trude wondered how the property at 849 fits into the project on the comer without dev[ luing an existing residential neighborhood that has two and a half acre lots. Ms. Kames stated the I orne at 849 would be removed. It is a lot older and a different condition than the other homes on I 54th Lane. Councilmember Trude wondered if there were a lot of trees that bordered that proJ:erty and the property to the west. Mr. Berkowitz showed an aerial of the area and explained whe 'e the trees are located, :_) Mr. Schippers stated he has the petition for 891 154th Lane. He likes the area but understood the dev( lopment needs to go on, He would like to not see the access onto 154 th Lane. Cou lcilmember Trude wondered how he was impacted. Mr, Schippers stated ifhe was not included, he", ould probably have three lots to the east and north which would be a huge change. He stated the reconmendation from the City including half of his property would not do him any good. ,,, Regllar Andover City Council Meeting '_J Mim tes - November 3, 2004 Pag( 9 COUllcilmember Orttel asked what the time frame would be for the rest of the area, Mr. Berkowitz state i it would be 2005 to 2010 to the north and to the south he thought it would be 2010-2015, Mr. Mark Lipski, I 57th, stated he would like to let the residents know what was going on with his neighborhood and what they were in for. Mr. Lipski stated three of the Council members wanted to redw;e the two and a half acre lots to urban lots. Councilmember Trude thought the vote was unanimous. Mr. Lipski explained what was happening with the new development adjacent to his property regal ding the removal of trees that were supposed to be a buffer to the neighborhood already existing in th ~ area, COUllcilmember Orttel stated an outlot is legally a pile of dirt and the mistake that was made was there was not a requirement to have the developer sign something stating the trees would be left. Mr. Lips'j thought there needed to be an ordinance regarding tree preservation because there was a mistake made and no one in the City was checking on what the developer was doing. , -\ ,j Ms. ?at Tornquist, 836 I 54th, stated she was not against the development but was opposed to a road goin: ~ out onto their street because it would be in front of their home and they would prefer having the f< lad circle around and back out onto Prairie Road if possible with two entrances out onto Prairie Roa('. Ms. Kames stated she appreciated the neighbors' concerns and because of the restrictions, they cann)t come out onto Crosstown and they need to be so far from the comer on Prairie Road. She state i this would make sense for the development in the future. COUllcilmember Trude stated there would be elimination of six driveways on Crosstown by this deve lopment and she thought ifthis was brought to the County there should be a way to get an access onto Crosstown. Ms. Kames stated she has discussed this with the County already. COUllcilmember Knight wondered how many homes would be in the development. Ms. Kames state i there would be around 67 homes. COUllcilmember Orttel thought the main road would go out onto Prairie Road and the road going out onto 154 th would be a secondary road, () Ms. ] ) awn Tombisammy, 943 154 th, stated she cannot stop the development to the north but wants to mair tain the integrity of her neighborhood. She thought there would be additional traffic if the road came out onto I 54th and would hurt the value of their home. Ms, \1ary Ann Kelner, 849 I 54th, stated she has been there twenty six years and when she moved there, there was not a 154 th, She stated she went through the same thing when the neighborhood deve loped and she wants to sell her property so the road does not matter to her because she will sell , , l Regdar Andover City Council Meeting Mimtes - November 3, 2004 Pagi 10 no IT atter what but it will affect her neighbors. Coullcilmember Jacobson asked if Mr. Holasek's property being in 2005-2010 is appropriate, Mr. Hola >ek stated his property is currently an operating farm and he did not have any immediate plans to develop, He stated if that area wants to develop and there is capacity from Crosstown, he did not see a problem with it. Coullcilmember Trude wondered if there was a rush to complete this because she would like to disclLss this further. Mr. Neumeister stated there is not a rush to get this done, Ms. (arnes stated she did not have a problem with a long cul-de-sac in the development but would . like. he two properties included in the development. Motion by Knight, Seconded by Jacobson, to table this item to December 7, 2004 for further disclLssion. Motion carried unanimously. COl'SlDER REZONING/GB TO M-I/PROPERTY IN ANDOVER STATION NORTH . , --.,) Corrmunity Development Director Neumeister stated the City Council is asked to review this rezo ling request to facilitate the residential component of the Andover Station North mixed-use deve lopment. Mot:on by Jacobson, Seconded by Orttel, to approve the rezoning request based on the reason that time l and conditions have changed. Cou lcilmember Trude stated they have been waiting to see if Bruggeman Homes was able to negc tiate with Mr. Povlitzki and she wondered if they heard anything regarding that discussion. Mr. Neu neister stated he has not heard any more. Councilmember Trude stated she was concerned with rezo ling Mr. Povlitzki's land without him being a part of the sketch plan they have. Cou lcilmember Jacobson withdrew his motion. Cou lcilmember Trude stated she did not want to rezone the property multi-family if there has not beer discussion with the property owner. Cou lcilmember Orttel thought it was their plan for that part of town that butts up to the City's mul1i-family would be multi-family, Mr. Dickinson stated they could rezone the City owned prorerty north ofPovlitzki's property. (~ Mot'on by Trude, Seconded by Knight, to table this item, Motion carried unanimously. , 1 \ I J., egular Andover Planning and Zoning Commission Meeting It !inutes - October 26, 2004 Fage 2 PUBLIC HEARING: COMPREHENSIVE PLAN AMENDMENT (04-03) TO UPDATE THE SEWER STAGING PLAN. r- ir. Bednarz explained the City has completed a sewer study and determined how the existing sewer trunk system will provide sewer service to remaining undeveloped areas Y/ithin the Municipal Urban Service Area (MUSA). r- ir. Bednarz discussed the staff report with the Commission, Commissioner Jasper asked for clarity on the legality of this change. Mr. Bednarz stated nost of the properties within the MUSA that have not been developed yet are zoned I~ural Residential so to bring urban development, there would be a rezoning to an Urban I:esidential District and depending on what type of development, maybe a Comprehensive Plan Amendment to possibly medium or high density so there would be I lanning Commission and City Council review of the proposals outside of this 2 mendment. This Comprehensive Plan Amendment is a general guide indicating where s ~wer trunks are, what properties are adjacent and could be developed in the near future 2 nd generally tries to stage growth to try to achieve and efficient pattern of growth and r revent leapfrogging. \ ,-) Commissioner Jasper stated if they approved a change from a later staging to an earlier ;taging it would not necessarily mean someone is now entitled to hook up to the sewer, tley would still have to have their plan approved. Mr. Bednarz stated this was correct. (:hairperson Daninger stated if someone is not a part of the general plan, does that mean i 1 two years when they come and request to be part of it, then they could re-Iook at it and i lclude them in it. Mr, Bednarz stated this was correct. Properties owners have a right to r etition for an amendment to the plan, (~ommissioner Jasper stated the purpose of doing this at this time is to allow people to r Ian for the future. Mr. Bednarz stated the document is a general guide that indicates ,vhere the sewer trunks are and tries to stage growth efficiently. 1 lotion by Gamache, seconded by Kirchoff, to open the public hearing at 7:05 p.m. J Ifotion carried on a 7 -ayes, O-nays, O-absent vote. Jlfs, Laurie Karnes stated she was representing the Kelner Family at 15540 Prairie Road, [nd the Finis Family at 849 154th and they already petitioned to be in the staging plan and t hey are interested in developing. Ilfr. Tony Schippers, 891 154th Lane, stated he also petitioned to go in the staging plan Ilut the current proposal only has half of his property in and he would urge the City to include all of his property because either way he will be at the end ofthe pipe line, (---) I Ifr. Bednarz explained where Mr. Schippers property was on a map. / , ,_J l'egular Andover Planning and Zoning Commission Meeting J. [inutes - October 26, 2004 F age 3 Mr. Schippers wondered how properties were picked to be included in this. Mr. Bednarz e~plained how the study was done and why only half of his property was included in the r Ian. He stated they are looking a little bit beyond the City wide staging plan on how this area will develop and how a second access can be provided. 1\ Ir. Schippers stated his other concern with his property being split into two staging plans v'as he was afraid he might never be able to develop the front property. Commissioner Gamache wondered how a property could be split into two pieces, Mr, E ednarz explained how sewer could be brought to the property from two different sewer t1 unks. 1\Is. Betty Wahlstrom, 1260 Crosstown Boulevard, and Diane Danhill, 1220 Crosstown E oulevard stated they understood the sewer will be going in and they felt it would be to the best interest of the City and County if they run the sewer through their property b~cause it would be less cost and they are already working with developers so it would be a 1 asset to them also. They also asked if the City could consider putting town homes on ( rosstown as a buffer. . \ , ) ~j lifo/ion by Gamache, seconded by Casey, to close the public hearing at 7:21 p.m. Motion c !fried on a 7-ayes, O-nays, O-absent vote. Commissioner Vatne asked what the capacity is estimated to be on the Crosstown section of the trunk. Mr. Berkowitz stated the key point is the Yellow Pine Lift Station. He sated what is recommended through the report is to utilize the Crosstown Trunk and then to maximize the lift station and design it so it handles all of the discharge from north of ( rosstown including whatever would contribute to the Crosstown Trunk, He stated the g )verning would be the actual lift station. They can only design that to a certain size and tlley have looked at the maximum size and would run that at one hundred percent C Ipacity. He stated they have to determine a line and draw the line so they do not run into future capacity issues. ( ommissioner Greenwald asked what the time frame is for the lift station to the east of 154th Lane and how much would it cost, Mr. Berkowitz stated the lift station is c msidered a lateral lift station which will handle another section when developed and c lStS around $125,000, Commissioner Kirchoff asked ifMr, Schippers lot and the lot to the east help the d ~velopment by providing access to the development. Mr. Berkowitz stated that was c. mect. He showed how the roadway will run through the development in the future. Chairperson Daninger recapped what was proposed for the staging plan. / , . I '-/ ,- ': \._.J regular Andover Planning and Zoning Commission Meeting }, (inutes - October 26, 2004 Fage 4 Commissioner Jasper asked if staff was in favor of the requests from residents to be moved up in the plan except for Mr. Schippers front portion of his lot. Mr. Bednarz s :ated they are not. There are properties that were moved back because they are being s ~rved by a different sewer trunk to allow capacity to be spread through out the City in a more efficient manor. Commissioner Vatne stated if they move forward with the Crosstown Trunk, there is Fotential development going on, he could see them getting into a similar situation as what happened north of l6lst. He wondered ifMr, Bednarz envisioned that type of process, Mr, Bednarz stated that was a different situation because they already arrived at that n umber of connections and so the development proposals will be allocated a number as they have been as they come through. They will hopefully in the near future be at that Foint as development proposals come forward south of 161 st, He stated there is some f exibility there but essentially there is not a lot of excess capacity so they need to keep a r lnning total as they go to make sure they are not placing the system over capacity. Commissioner Jasper stated they have a letter from Mr. Jerry WindschitI and he v'ondered where the property was located. Mr. Berkowitz showed on the map where the F roperty was. \ , ) ~- Commissioner Gamache wondered if the property at 891 l54th would be able to split in halfbecause of the minimum property allowed without City sewer and water. Mr. E ednarz stated there is a two and a half acre minimum for any property that does not have City sewer and water. Ifpartial development was to be considered a variance would Ce necessary. Chairperson Daninger asked ifthe Resolution attached did not include half of the Fropertyat 891. Commissioner Jasper stated it did not include any of it. Afotion by Jasper, seconded by Gamache, to recommend to the City Council approval of Fesolution No, _' approving the proposed staging plan update as indicated in the staff r"port including the entire property at 891 I 54th, Commissioner Jasper stated the reason he is including that property in the motion is c ecause it was indicated by the Engineering Department that the entire property could be s ,rviced by this sewer trunk. r.lotion carried on a 6-ayes, I-nays (Daninger), O-absent vote. r.lr, Bednarz stated that this item would be before the Council at the November 3,2004 City Council meeting. , " , I "- ./ r '\ '- ~' CITY OF NDOVE @ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CC: Mayor and Councilmembers ~ Jim Dickinson, City Administrato~ Will Neumeister, Community Development Director TO: FRCM: Chris Vrchota, Planning InterneN SUEJECT: Consider Amended Conditional Use PermitlDrive Through at Andover Clocktower Commons - Planning DATE: December 7,2004 INTWDUCTION The applicant is requesting to amend their Conditional Use Permit to add a drive-thru window at the wuth end of the proposed retail building, The window would provide drive-thru service for a future coffee shop, , '\ DISCUSSION As rer section 12-13-3 of the Andover City Code, a drive-through window is a conditional use in the :;hopping Center (SC) zoning district. The Conditional Use Permit (CUP) review process allows for the review of the planned design for traffic circulation, stacking, and potential impacts fron noise and lighting on neighboring properties. ............,._i Drive-through windows have previously been approved for a bank and fast-food restaurant in And )ver Clocktower Commons, Impact on neighboring properties will be limited, as the site is bordered by retail development on three sides and Hanson Boulevard to the west. Acc'~ss and stacking for the proposed drive-through would be on the west side of the building, with the order board and window on the south side. The site plan has been modified to allow driv.: aisles as recommended by the Fire Department. The City Code does not govern hours of operation of the drive-through window, though the City Cou lcil can make this a condition of approval if they deem it necessary. , \ '-./ Applicable Ordinances Chapter 12-5-6 B of the Andover City Code provides the following criteria for the issuance of a Con litional Use Permit: J. In granting a Conditional Use Permit, the City Council shall consider the advice and I ecommendation of the Planning and Zoning Commission and: a, The effect of the proposed use upon the health, safety, morals and general welfare of occupants of surrounding lands. b. Existing and anticipated traffic conditions, including parking facilities on adjacent streets and land. / \ \.J c. The effect on values of property and scenic views in the surrounding area, and the effect ofthe proposed use on the comprehensive plan. :;, If it shall determine by resolution that the proposed use will not be detrimental to the 1 eaIth, safety, morals, or general welfare of the community, nor will cause serious traffic congestion or hazards, nor will seriously depreciate surrounding property values, and that ~aid use is in harmony with the general purpose and intent of this title and the comprehensive r Ian, the City Council may grant such permits. Comparison of Proposal to Applicable Ordinances The ;:>roposal conforms to all applicable ordinances. Staf f Recommendation Staf(recommends approval of the proposed Amended Conditional Use Permit Plall Ding Commission Recommendation The Planning Commission unanimously recommended approval of the proposed Amended Con litional Use Permit. Attachments Resdution LocLlion Map Letter from the Applicant . " Retail Building Site Plan '-~ Cloc ktower Commons Site Plan Plan 3ing Commission Meeting Minutes ACTION REQUESTED The City Council is asked to approve the proposed Amended Conditional Use Permit Respectfully Submitted, ~ruJt' Coo, Vrchota Cc:~andform, Attn: Kendra Lindahl 510 First Ave N., Suite 650, Minneapolis, MN 55403 / " V , \ ,~ , , ,) (J CIr{ OF ANDOVER COUNTY OF ANOKA STA TE OF MINNESOTA RES. NO. A JlliSOLUTION APPROVING THE CONDITIONALUSE PERMIT REQUEST OF LAl'IDFORM FOR PROPERTY LOCATED AT THE NORTHEAST CORNER OF HANSON ANI> CROSSTOWN BOULEVARDS, (PIN 23-32-24-32-0021) LEGALLY DESCRIBED AS: Lot :>, Block 1, Andover Clocktower Commons, Anoka County, Minnesota WH~REAS, Landform has requested a Conditional Use Permit for a drive-through window; WH~REAS, the Planning and Zoning Commission has reviewed the request and has determined that ;aid request meets the criteria of City Code; WH ~REAS, the Planning and Zoning Commission finds the request would not have a detrimental effect upon the health, safety, and general welfare of the City of Andover, and; WH ~REAS, the Planning and Zoning Commission recommends to the City Council approval of the Conditional Use Permit request; NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agre ~s with the recommendation of the Planning and Zoning Commission and approves the Con,litional Use Permit a drive-through window on said property with the following condition: I. The site shall conform in all other ways to the approved Planned Unit Development for Andover Clocktower Commons approved by resolution number RI57-03. AdoJted by the City Council ofthe City of Andover on this _day of ,2004, CIr{ OF ANDOVER AT1EST: Michael R. Gamache, Mayor Vict,)ria Volk, City Clerk I , ) , \,.} , "- " ) ...... Cl l5i ~ OJ ...... .;:: .~ ~ :;;: tJ @ / ell :p i= 0. .. ::E .. ell .. C W z~ !;i..~ ; ~ c.i ~ :fj .ll- ~ ~ ~ .!l ,jj '" .... z :J '" 0: .... U1 .... 0: lLJ ~ ::J II: Z Z ~ lLJ ~ tj ~ ~ 9 ~ c:: ...J I-- W UJ UJ u a: ~ ~ ~ ~ 3 ~ "'-."'-.00 . ;...8 lllN Nai("l,l II ~ g ~ ~ ~ . ' Gi i; 3 - z ~ l3 v ~ U) iU al 0. 0 0 .. ~ . ~ ~ ~ a^ 18 NOSNVH \ , \ \ 'I .!'.! 'C C .. >- " 10 ~ '" og a.~ .... EE 'Co ~:g 0" u.c ~.:::: >-0 =c "0 O)~ ~rJ ."" o"ai c> .!!2 0 ",- 'C m$ 10"5 'C~ 'Co cU "" "'.0 1''C 83 !!!~ u'" =(1) .0> ,"0 0..0 - .. ~-g OC -g2 ..Iii .,;E >-", "" 10!! ~~ "'0 .,;'" o.c ",0 ~~ 19E .0 !'l'E ""- 0." .;0 ~m alii 'C'C -g~ "Eo OC ~~ E~ e~ ;l!! "", :a2J E'" 0'C u'" E::.2 ,,~ .8"6 ",I" "''' .c '" E'" '" . -" mc leO 0.'" ",'" i:-C ~" >-'" .o~ 'C" ".0 :go >- Ie'" o.~ CC 0" :a;:s Eo J;!C .~ " .c >- j!i o Z ~ ~~~~~ ~ LANDFORM M INN EAP 0 LIS' PH 0 EN I X RECEIVED Novenber 16,2004 NOV 1 6 20Q4 Court ley Bednarz City of Andover 1685 ~rosstown Boulevard NW Ando"er. MN 55304 CITY OF ANDOVER RE: Conditional Use Permit Amendment for Drive-Thru on Retail Building at Lot 5, Block 1, Andover Clocktower Commons Dear Mr. Bednarz, / '\ '--) On l,ehalf of our client, Landform is requesting approval of a Conditional Use Permit Amendment to allow a drive-thru on the south end of the proposed retail building in Andover Clocltower Commons. As part of our PUD approvals (Resolution R157-03) for this project, a drive thru was allowed for both the bank and fast-food restaurant, but was not specifically allow3d for the retail building, In our discussions with the possible tenants, it has become obvic us that coffee shops require a drive-through window for customers. Therefore, we are proposing to locate the coffee shop on the south side of the retail building, This would allow custc mers to use the existing one-way drive behind the retail as the drive-thru. We have modified the site plan to include directional signage for this coffee drive-thru lane, The drive-thru lane is a one-way access 24 feet wide, As recommended by the City Fire Dep<lrtment, we have maintained a minimum 20-foot wide drive aisle in all locations. This resu'ted in the need to shift the restaurant building south approximately 5-6 feet, which will redu;e the clocktower plaza area slightly, No other changes are proposed. Stac'<ing in excess of ordinance requirements can be accommodated on site, while maintaining a 12-foot emergency bypass lane in the rear of the building. We believe is consistent with the inter t of the ordinance and we note that emergency vehicles would have access to the retail buile ing from the front of the building and from Hanson Boulevard. The order board is located on the south side of the retail building, which would minimize the impnct on surrounding properties, as the site is surrounded by retail on three sides and Hanson Bou'evard on the west. We have reviewed the ordinance standards and believe that the request is consistent with the Conjitional Use Permit standards for a drive-thru in the Shopping Center (SC) District and the approved Planned Unit Development for Andover Clocktower Commons. (J We request approval of the Conditional Use Permit Amendment for this drive-thru at Andover Clocktower Commons and hope that this item can be on the November 23'd Planning Commission and December 7'11 City Council agendas. 650 BUTLER NORTH BUILDING 510 FIRST AVENUE NORTH MINNEAPOLIS, MN 55403 OFFICE: 612.252.9070 FAX: 612.252.9077 www.landform.net Courtne) Bednarz Page 2 Re: Conditional Use Permit Amendment November 16. 2004 U If you have any questions. please call me at 612.252.9070, RECEIVED 110V 1 6 CITY OF ANDOVER *Landfo m Engineering Company doing business as Landform , , V r " U 650 BUTLER NORTH BUILDING 510 FIRST AVENUE NORTH MINNEAPOLIS, MN 55403 OFFICE: 612.252.9070 FAX: 612.252,9077 ww.v.landform.net Andover Clocktower Commons () '\ "'k - - m ' . ~.o OI~V~THR<J %NA(;" [~v r[....!-::';'....', ) "i-I. ,T, -, t:t SJ;'.'~ . 1 ...LL . . ^f t L;;' '.- ~ .;1.: ~ , i Hi II " - , ' I, o '. '. f "j'\ .. I. .t' .._ OF fOT AI.. Pi!Ef "'~L !'At.V>> ..,L,,',,;..~...,:- . I 'J ' i I '- 1 I ~ ::1' J "k~ '\1 "...:.i'~....; I 1 I I I I -K'.1 I \ I l~~~ I ! (i.__ ..".- .... I " I 1._ 24' I I . .. -'-.,'L i -t') t:~!?0] ..o~ ~,.-~ ...--'" '", Me'" O/o,f!::J - "'- c:;. . .e-~ = RECEIVED u~. LANDFOI:M I'Q'! 1 6 ""- 1 i '--- Conditional. ~se PermJt" 'Amen~ment ,_~ <__' ,-' - . ~., , , "'""._, ../.::....."'.' <1;' \.', ,/ "':\ t <-', '::':( l"l" ! I "- ',,; . .: '\ _: ", ", ....D'...',' '- ' . - , ' - , " .~>.\\- " \./:<'~~. . . " '\ ></ "- -'. /. "- / " ". '.. ,/"', ... . ),' " '. /".." \tS<\~ · " ... z " 5 . . " '- " , , 5 <( , '..";~// . ,<'\0.. ... . ~ . ... . . ::> ~ < . " __ 20' Drive Lane , CITY OF A!~uO\j~R ... . .. , ,..., -, , November 16, 2004 ""'''I.~.'''.' ""0'. ,.. ... . . o u () - - -S$JJ(} . 50.09 '""33. lD'-'," . "; . Ii! ~ ~ . . '" ;z: ~ ~ ""':; ~ , '- ) ~ i ~ .- - .. . \ r\ . I i I " -- .-- """'''''Q.j..... _1""1 _.u,.....~ """''2:/' _.~.. ,..-::, :l1o...a:ztl' ............ 1/['-' I' / , . 1 ' " I ~ ---.....~""f. ..... ~ ~-"" ______L~~ -.. ,.. -~ .. .~.... U . ,. \ U PLANNING AND ZONING COMMISSION MEETING - OVEMBER 23, 2004 T le Regular Bi-Monthly Meeting of the Andover Plann' g and Zoning Commission was cLlled to order by Chairperson Daninger on Novemb 23, 2004, 7:00 p.m" at the Andover City Hall, 1685 Crosstown Boulevard , Andover, Minnesota. Commissioners present: aninger, Commissioners Tim Kirchoff, Tony Gamach, ex Greenwald, Dean Vatne, Jonathan Jasper chael Casey. Commissioners absent: here were none, A Iso present: City Planner, Courtney Bednarz Planning Intern, Chris Vrchota Others , , o (lctober 26, 2004_ 11 [otion by Gamache, seconded by Vatne, to approve the minutes as presented, Motion c mied on a 6-ayes, O-nays, I-absent (Greenwald) vote, ~ l'UBLIC HEARING: CONDITIONAL USE PERMIT AMENDMENT (04-08) TO /~DD DRIVE THROUGH FOR RETAIL BUILDING LOCATED WITHIN /[NDOVER CLOCKTOWER COMMONS (CUP 03-08) LOCATED AT THE 110RTHEAST CORNER OF HANSON AND CROSSTOWN BOULEVARDS. ~ 1r, V rchota explained the applicant is requesting to amend their Conditional Use Permit t) add a drive-thru window at the south end of the proposed retail building. The window '[Quid provide drive-thru service for a future coffee shop. ~Ar. Vrchota discussed the staff report with the Commission. " " \J 1 lotion by Gamache, seconded by Kirchoff, to open the public hearing at 7:02 p.m. I Aotion carried on a 6-ayes, O-nays, I-absent (Greenwald) vote, Regular Andover Planning and Zoning Commission Meeting Minutes - November 23, 2004 P~ge 2 , '. ,,) Ms. Karel Steibitz, Andover Clinic, wondered where the drive-thru will be, Mr. Vrchota slowed on the map where in the development the drive-thru will be located on the building. CJmmissioner Gamache asked if the driveway for the drive-thru would affect other businesses on the north or northeast side of the development. Mr. Vrchota stated it would not. k'otion by Gamache, seconded by Vatne, to close the public hearing at 7:04 p.m. Motion caried on a 6-ayes, O-nays, I-absent (Greenwald) vote. Commissioner Vatne asked if the drive-thru would affect the ability to install the p'oposed amenities for the development. Ms. Sara Shield, Landform, stated there would n.lt be any conflict. Commissioner Jasper asked if there will be a coffee shop in the location or is it just being p 'oposed. Ms. Shield stated there will be a coffee shop in that spot but they are not sure \\ hich one, Commissioner Vatne stated from a special use standpoint, it seems the location and any s,;enery that would be impacted is shielded and from his perspective it fits in there. 1\ \'J Motion by Gamache, seconded by Kirchoff, to recommend to the City Council approval of Resolution No. _, approving the Conditional Use Permit. Motion carried on a 6- ayes, O-nays, I-absent (Greenwald) vote. 11r. Bednarz stated that this item would be before the Council at the December 7, 2004 City Council meeting. A. ZONING ORDINANCE UPDATE /VORKSESSION r 1r. Bednarz explained the Planning Commission is asked to review the Ordinance for updates, Mr. Bednarz discussed the staff report with the Commi \ '\J Commissioner Greenwald arrived at 7:10 p. Chairperson Daninger wondered i Commission thought the process looked good or ~ hould they change how this . be handled. Commissioner Greenwald stated the I'rocess looked fine an odernizing the ordinance has to be done on the specific items I isted, He stated have talked about the five hundred foot cul-de-sac issue and he / @ " , , ) '-- . 685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US CC: Mayor and Council Members ~ Jim Dickinson, City Administrator ~ David D. Berkowitz, City Engineer U15 TO: FRO \1: Todd J, Haas, Parks Coordinator SUB fECT: Park Dedication CreditIMiller's Woods - Engineering DATE: December 7, 2004 INTI~ODUCTION This item is in regard to reconsidering giving credit against park dedication fees for the outlot '~) that is anticipated to have a swimming pool and playground in the Miller's Woods development. DISCUSSION This item was brought back to the Park Commission at their November 18, 2004 meeting at the requ :st of the City Council. Attached are the Council meeting minutes of October 5, 2004 for revi( w of the request. After a very short discussion of the Commission, the Commission recoafirmed by a motion that no credit is to be given against the park dedication fees that are requ red. ACT ION REOUlRED The City Council is requested to approve a motion as recommended by the Park & Recreation COlT mission that no credit be given against the park dedication fees that are required. Resl 'ectfully submitted, 'C~ " 'I "--I cc: Gary Laurent, Laurent Land Development, Inc" The Laurent Bldg., 100 S, Fuller St., Suite 200,Shakopee,~ 55379 Jim Lindahl, Park & Recreation Commission Chair , " \._J Regul1r Andover City Council Meeting MinUles - October 5, 2004 Page 5 ~ ickinson showed how the properties would be affected in regard to the schools. Mr. D n Lazar:, r Clock Tower Commons, explained how the ar opertles when measured from bu to building, Mayo r Gamache su e motto anged to have the one thousand feet measured from front door 1 0 fron , Councilmember Jacobson accept the change to the motion, ~n carried 3 ayes, 2 nays (Gamache, Orttel). (Ord. No. 301) APPPOVE FINAL PIAT/MILLER'S WOODS Comnunity Development Director Neumeister stated the City Council is asked to approve the final plat cf the project to be known as "Miller's Woods." The final plat has been found to be in subsuntial compliance With the preliminary plat and applicable ordinances. No adjustments are neede d to the final plat. At the time the preliminary plat was approved, the developer was asking for park fee credit for the private swimming pool complex that he is planning to build. That discussion , ' was not finalized and was continued to the time of final plat approval. I '-J , , Mr. :!'-' eumeister stated the Council needs to decide whether there will be any credit for the private pool complex. If a fmal determination is not made, then the land being final platted at this time is requit ed to pay the standard park and trail fees per lot for the eleven lots being final platted at this time. The final decision on the request for credit toward park dedication could be deferred until the remai ning land is final platted, Coun;ilmember Jacobson wanted clarification of approval on the fmal plat with eleven lots. He stated he did not have a major problem with this except for the park dedication on the private facilit ies. He thought that if they approve the final plat, shouldn't they determine the park dedication fees hstead of delaying it to another date, Mr. Neumeister stated the balance of the plat that is not showl in the packet is basically all outloted so as outlots they will have to come back and get them final I ,latted as residential lots. At this time all they want for fmal plat is the eleven lots shown, The balan;e of the seventy lots will need to come before the Council in the future. As outlots, they canne t build on them, Coun;ilmember Jacobson thought they needed to approve all of the land in the fmal plat and then they build in phases. Mr. Neumeister stated they do not. When the developer is ready to install utiliti;s and streets, then they final plat. At this time, there is a project being contemplated for a small section and because there would be a much larger plat that would need to go on record at the Coun~ and they are not ready to build those streets, there would need to be a huge fmancial guara:ttee provided. . Coun ;ilmember Jacobson stated there is a "whereas" that says the City Engineer has reviewed the fmal plat for conformance with the preliminary and he wanted to make sure they were not approving the e:ltire thing without looking at that. Councilmember Knight agreed with Councilmember . ~ '- ) - ~ , , ) , .- , \ '-/ ./' .~- Regullr Andover City Council Meeting Minut ~s - October 5, 2004 Page 7 Jacob ;on and stated they did not resolve the park dedication yet Mr. Dickinson explained why they are approving this in increments instead of as a whole. CounciImember Jacobson stated if everything else is considered an outlot, what would happen if in a year, they would wantto move things around, would they need to come back. Mr. Neumeister stated they' lOuld have to amend the PUD and preliminary plat to conform to the preliminary. Motic n by Trude, seconded by Jacobson, to approve the fmal plat subject to the conditions in the attacbed resolution, Motion carried unanimously, (Res. R176-04) ~SCHEDULE NOVEMBER 2, 2004 COUNCIL MEETING Ci~ .. strator Dickinson explained the first Council meeting in November falls on Elec ' and n ~e 0 be rescheduled. to reschedule the November 2 City Council meeting to We Coun ;iImember Trude s d she preferred November 3'd because result, of the election at the e time. Coun;iImember Orttel withdrew Moti,m by Trude, Seconded by Jacobso Wedresday, November 3, 2004 and also unanimously, SC/L<<:DULE CANVASS RESU City i \dministrator Dickins stated the" City Council is req by State Law to canvass the results of th~ election. uld recommend that Council sche e the canvass for Wednesday, November 3'd. SCH'!:>> 'LE CITY COUNCIL WORKSHOP-MISCELLANEOUS BUSINE CitY Administrator Dickinson stated the Council is requested to schedule a Specl Council w6'rl shop for the month of October. A number of business items will be addressed at this eting, ~ ,". I Q (~ '- CITY OF NDOVE . 685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US FROU: SUBJ ECT: DAT~: Mayor and Council Members ~ Jim Dickinson, City Administrat~ David D. Berkowitz, City Engineer >e. Todd J, Haas, Parks Coordinator TO: CC: Park Dedication Credit/Country Oaks West - Engineering December 7, 2004 INTF ODUCTION This tem is in regard to the developer's (Pentagon Holdings, LLC) request for park dedication credit for the p'oposed Country Oaks West plat. Pentagon Holdings, LLC would like the wetland portion of the prop' ,sed park property to be calculated as part of the credit. Also, the request includes credit for park imprl,vements that the developer would like to install. ., ( I '-../ DISC USSION This item was brought back to the Park Commission at their November 18, 2004 meeting at the request of th ~ City Council. After a short discussion, the Commission made a motion to recommend that no credi: should be given for the wetlands within the park boundary that is proposed in Country Oaks West. Pent~ gon Holdings, LLC also would like to construct park improvements such as site grading, plantings, irrig~ tion, sod, trails, basketball court, lighting and playground equipment. They are requesting park dedi, ation credit for the improvements. Note Attached is a letter dated November 4, 2004 to Pentagon Holdings, LLC for review in regard to improvements that are proposed to the park. If the Council decides to allow credit, staff recommends the items stated in the letter be a requirement of the approval. Also, the City Council should be aware of staff's concern on the 2"d page of the letter that improvements proposed are not currently included in the proposed 5 year C.I.P. and the issue in regard to other parks that are in need of park improvements. If the Council has any questions regarding the letter, feel free to contact staff. ACT ION REOUIRED The City Council is requested to consider if a credit should be given or not for the wetlands within the park boundary. Resr ectfully submitted, , '\ '-.J ...,-;z.e/k4~ Todd Haas I~~ Attachments: Letter to Developer cc: :;cott Wold, Pentagon Holdings, LLC, 9457 State Hwy. 10, Ramsey, MN 55303 Jim Lindahl, Park & Recreation Commission Chair r '\ U CITY OF NDOVE 1(;85 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US No'/ember 4,2004 Scott Wold Pentagon Holdings, LlC 94!;7 State Hwy, 10 Ramsey, MN 55303 Re: Country Oaks West Park Dedication Dear Mr. Wold: o City staff has reviewed your park dedication estimate for Country Oaks West and the following concems with your estimate are as follows: . Consideration of the land Donation - Based on City Code #11, the cash contribution portion due to the City will be $187,372.88, The dollar value of credit for land being dedicated is $32,627.17 (not $45,000.00 as previously proposed). AttaChed is Exhibit A calculation for your review. Note: As discussed with the City Council at their meeting of November 3, 2004, the Park & Recreation Commission will need to reconsider if credit should be given for the wetlands within the boundary of the park. If the Commission decides not to give credit for the wetlands as park property, the cash contribution due to the City will change along with the dollar value for land being dedicated. It is anticipated that this will be discussed with the Commission at their November 18, 2004 regular meeting at Andover City Hall at 7:00 p,m. Site Gradina - It has been. past practice on other projects that the developer is responsible to grade and topsoil the park site to ensure the park fits in with the street and the adjoining lots and to ensure proper drainage. Therefore, City staff is not recommending any credit for this work to be perfonned by the developer. " Eiaht 10'-12' White Pine Trees Installed with Colored Mulchina - White pine trees that are proposed are acceptable, But it is requested that two quotes be submitted to the City from two different nurseries that include the cost of each tree, freight, installation and tax. Also, the quotes should include the cost of the mulch, etc. Six - 4" Shade Trees - Same as previous item, Fullv Irriaated with Doahouse & Timers - In discussing this with the Andover Public Works Department, it has been detennined the irrigation system needs to be designed, reviewed and approved by the City. Once the system has been approved, two quotes are to be submitted to the City from two different contractors that install irrigation systems. Note: Generally the smaller parks in the past have not been irrigated. u u . 3500 Yards of Sod Installed - Generally sod is not installed at this type of park facility. Most of the City's parks in the past are seeded unless a new field is proposed and sod is necessary to allow play to begin as soon as possible due to shortage of fields (soccer or ball fields). We would be willing to recommend to give credit for seeding. If the developer were to install sod, the difference between sod and seed would be the responsibility of the developer. . PavinaM'alkina Trails - It is required that two quotes be submitted to the City from two different contractors. . Basketball Court (Yo Court) - Same as previous item. . Two Decorative Security Liahts - Generally a park this size, at the maximum, may have one security light installed but not two lights. Keep in mind that street lights along the roadway for the proposed development will also be installed. The estimate of one security light is approximately $2,500. If a security light is necessary, the City will coordinate the ordering, payment and installation of the light. This will be paid from the City's Park Dedication Fund. Therefore, no credit is recommended at this point. . Plavaround Eauipment - Need more detail of the types of activities that are proposed for the playground equipment. Again, we request two quotes be submitted to the City from two different suppliers of the equipment that include the cost of freight, installation and tax. The quotes also need to include the cost to purchase and the installation of woodfiber for the play area to ensure accessibility for the handicapped and for safety, No 'e: The developer needs to be aware that if credits and improvements to the park are to be proposed, it must be reviewed and recommended by the Park & Recreation Commission and approved by the City Council. Also, just so you know, generally this type of practice of giving credit has not been done in the past by the City to put in these improvements in by the developer, The developer also needs to be aware that the City's park system is a regional park system and that park dedication funds are used for the regional system. So with this in mind, the developer needs to think about what kind of things they may want to contribute or donate to the park to make the City feel that the park is a higher priority over other regional park systems that are in need of park improvements. Pie ase review these comments as soon as possible. If you would like to meet and dis:uss these in more detail, feel free to contact me at (763)767-5131. Sincerely, ~~/~ Todd J.1fa~; Palks Coordinator () ~ TJH:rja End, :J cc: Park & Recreation Commission Frank Stone, Public Works Superintendent Kevin Starr, Public Works Supervisor/Parks ~J f '\ '--..I :~ EXHIBIT A SteD 1 70.80 Acres x 10% = 7.08 Acres (Land to be Dedicated) SteD 2 1.05 Acres (Proposed to be Dedicated) + 7.08 Acres = 14.83% SteD 3 100 Units x $2,200 =$220,000 (Total Fee) SteD 4 $220,000 + 7.08 = $31,073.45 (Fee Per Acre) Step 5 $31,073.45 x 1.05 (Area to be Dedicated) - $32,627.12 (Dollar Value of Credit for Land being Dedicated) Step 6 $220,000 (Total Fee) - $32,627,12 = $187,372,88 Balance Due in Park Dedication · No.e: If and when Lot 1, Block 6 or Lot 4, Block 1 (as identified on the preliminary plat) were ever to develop into smaller lots, additional park dedication fees will be required, The park dedication fee will be determined based on the fee that has been estimated for that year in which it is developed. . , \ V o o Pentagon Holdings, LLC Phone: (763) 323-7704 Fax: (763) 323-7708 9457 State Hwy 10 Suite 200 Ramsey, MN 55303 Park D~ication Estimate: 100 Lets at $2200 per Lot to equal $220,000 for the Counby Oaks West Development Consid€ ration for the land donation: $45,000.00 Site gr<: :ling and application of approx. 250 yards of black dirt $2,500.00 Eight 10 - 12' white pine trees installed with colored mulching $2,400.00 Six- 4. Shade trees installed and mulched $2,100.00 Fully irr gated with dog house and timer $5,500.00 3500 y~ rds of sod installed $6,125.00 Pa\ed v '<lIking trail- approx. 350' x 5' $3,500.00 Basket ball 1/2 court with striping $5,300.00 2 deconti-..e security lights installed $5,000.00 Playgrc Jnd and park equipment as shown $32,000.00 Total EstImate $109,425,00 I I VII1-L...rIl\L.. I _ nU/l-l'VLJl .l.1'tV_ IS. .~~ ~~ ~~ .. .Q~ QQ ~~ E (- ~Is.... ~J i v...,)L VI....M ...JV1..., IV/V..JILt....'V"-t 1"1_"1"- lTh)U I _I..A.)LlVVJ o ~ l i .. I d;;~ ,-:::::::;? ~H D:!b~ iii c'g z.~ lli!dl .. ii: ~.l'!' -' II 50. w.. D '" " i ~ III '" u i i ll~ < I i l!1 f '8 I h'i . j El sl d ~ti ~~ Iii ., nl~ I~ ., .."1 I! . i~iil U II ! I , ~~ I .1 'N'V;Ir_. ~. .:1.(1 ~Sr,..:r:l ~..- . '..~ ~ ~. '; l I ~ ......" r-;;"\ . - \ ,. , 0 fac,. .,," '- /~V1 \ ~. 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(763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members ~ Jim Dickinson, City Administrato~. ~ David D. Berkowitz, City Engineer CC: FROJA:: SUBJ ECT: Accept Feasibility Report/Order Public Hearingl02-33/Andover Station North- Engineering DATil: December 7,2004 INTRODUCTION A fef sibility report has been prepared identifying the improvements and estimated improvement costs assoc: ated with Andover Station North, Project 02-33 (Jay Street Construction). A copy of the feasibility report is included in the packet for review. '\ DISC"JSSION J The f<:asibility report includes infrastructure improvements such as mass site grading, utility construction, Jay Street NW construction, traffic signal at and road improvements at Hanson Boulevard NW & I39th Lane NW, t rails and sidewalks, The report also identifies benefiting properties and an assessment value for each propelty identified. The plOperties to be assessed include City owned property, POV's Sports Bar and Grill, undeveloped propel ty which is part of the same parcel owned by Brad Povlitzki and property owned by Great River Energ:!. Copies of the feasibility report have been sent to the benefiting properties. Staff will meet with both p rrties prior to the public hearing and discuss the report, BUDCET IMPACT Impro'.'ements to Andover Station North (Jay Street Construction) would be funded by special assessments to ben"fiting properties, City Trunk Sanitary Sewer and Water funds and potentially Tax increment Finane ing, ACTI()N REOUIRED The G ty Council is requested to approve the resolution accepting the feasibility study and ordering public hearing for improvements to Andover Station North, Project 02-33. Respec tfully submitted, CZl~O~'Ud:) David D, Berkowitz ~--6 ~J Attachments: Resolution & Feasibility Report (located in side pocket of packet) c.c Bra I Povlitzki, Gre;:t River Energy CITY OF ANDOVER .. , COUNTY OF ANOKA \ '~j STATE OF MINNESOTA RES. NO. I\IOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING FEASIBILITY STUDY AND ORDERING PUBLIC rEARING FOR THE IMPROVEMENT OF SITE GRADING. SANITARY SEWER. VIATER MAIN. STREETS. STORM SEWER. TRAILS & SIDEWALKS, PROJECT Q2-33 IN THE AREA OF ANDOVER STATION NORTH, WHEREAS, the City Council did on the 28th day of September ,2004, o -der the preparation of a feasibility study for the improvement; and WHEREAS, such feasibility study was prepared by SEH and presented to the Council on the 7th day of December , 2004 ; and WHEREAS, such report declares the proposed improvement feasible for an e 3timated cost of $ 3.612.000 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover t~at: 1. The City Council hereby accepts the Feasibility Report for Project No. 02-33, ~ for the improvements. 2. The Council will consider the improvements in accordance with the report and the assessment of abutting property for all or a portion of the improvement pursuant to Minnesota Statutes Chapter 429 at an estimated total cost of the improvement of $ 3,612,000 3, A public hearing shall be held on such proposed improvement on the 4th day of Januarv , 2005 in the Council Chambers of the City Hall at 1685 Crosstown Blvd. NW and the Clerk shall give mailed and published notice of such hearing and improvement as required by law. MOTION seconded by Council member and adopted by the City Council at a reaular meeting this 7th day of December ,2004, with Cl)uncilmembers voting in favor of the resolution, and Councilmembers vcting against, whereupon said resolution was declared passed, CITY OF ANDOVER ~J Ai TEST: Michael R. Gamache - Mayor Vi,:toria Volk - City Clerk ~-V , , '-..........) 1685 CROSSTOWN BOULEVARD N,W, . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.C1.ANDOVER.MN.US 10: Mayor and Councilmembers ~ Jim Dickinson, City Administrato~ Will Neumeister, Community De~~ent Director CC: FROM: Courtney Bednarz, City Plann~ SUBJECT: Schedule Park and Recreation and Planning Commission Interviews - Planning ['ATE: December 7,2004 nnRODUCTION Council is asked to select a date and time to interview Park and Recreation and Planning Commission candidates, ! '\ ,-~J CISCUSSION Cne potential date is December 16th, as the Council will be meeting for a worksession on tl at evening. There are six candidates for the three Planning Commission vacancies. Two of the candidates are existing commissioners. There are five candidates for the Park and Recreation Commission vacancies, Two of the candidates are existing c< lmmlSSloners, ACTION REOUESTED p'ease select a date for the interviews. Staff will contact the candidates. R;f~ ~~~narz r- ''\ \J ~-0 CITY OF NDOVE .- "- , ) '-- 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FRO \1: Jim Dickinson, City Administrator SUB TECT: Schedule Council Workshop - Miscellaneous Business Items DAlE: December 7, 2004 INTJ~ODUCTION The 20uncil is requested to schedule a Special Council Workshop for the month of January. A munher of business items will be addressed at this meeting. DISCUSSION Tent ltive agenda items for a January workshop have been identified as follows: . '\ I '-J 1. Continue Discussion Road ImprovementlFunding Policy 2. Discuss Private Street Tumback in Shadowbrook Cove 3. Community Center Advisory Board Interviews 4, Other Business Other items may be added upon request. ACl ION REOUIRED Schedule a City Council Workshop for Tuesday, January 25, 2005 at 6:00 pm or another acce; ltable date. '\ eST ---- r ) I, . -, \ ,_J . '\ , '---' , ' '- .'/ : 685 CROSSTOWN BOULEVARO N.W, . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 ! WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FRO \1: Jim Dickinson, City Administrator SUBJECT: Schedule EDA meeting DATE: December 7, 2004 INn:ODUCTION (flJ The Council is requested to schedule an Economic Development Authority (EDA) meeting on January 4, 2005 at 6:00 pm. DISCUSSION Tentative agenda items for a January 4th EDA meeting have been identified as follows: 1. Andover Station North Land Sale Updates/Approvals 2. Ryan Properties Presentation 3. Discuss Andover Station North development progress 4. Update on Andover Station South 5. Other Business Othe' items may be added upon request. AcnON REOUIRED Schelule an EDA meeting for Tuesday, January 4,2005 at 6:00 pm. - cgJ , I -' 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers FROr.l: Jim Dickinson, City Administrator SUBJECT: Administrator's Report DATE: December 7, 2004 The City Administrator will give a brief verbal update on various items of interest to the City Council and to the residents at the meeting. Listed below are a few areas of interest: - " ',) 1. Community Center Construction Update 2. Fire Station Construction Update 3. Road Improvement Project Updates 4. Development Activity Updates Upon receipt of the meeting packet, if a member of the Council would like an update on a particCllar item, please notifY me so an adequate update can be made. '- ./ ~NDbVE~ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FRO \1: Jim Dickinson, City Administrator SUB fECT: Supplemental Agenda Items for December 7, 2004 City Council Meeting DATE: December 7, 2004 The City Council is requested to receive the following supplemental information for the following item ;. Item #2. Approve Payment of Claims (Supplemental) - Finance Item #10. Accept ResignationIPark & Recreation Commission (Supplemental) - Enf!ineerinf! Resignation Effective December 17, 2004. ~ ')ickinson CIty. }\dministrator CITY OF NDOVE @ 1685 CROSSTOWN BOULEVARD N. W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER,MN.US TO: Mayor and Councilmembers CC: Jim Dickinson, City Administrator / Finance Director FROM: Lee Brezinka, Assistant Finance Director SUBJECT: Payment of Claims - Additional DATE: December 7, 2004 INTRODJCTION Attached lI'e disbursement edit lists for claims related to the on going business of the City of Andover. DISCUS~ION Claims tctaling $66,761.25 on disbursement edit list #IA dated 12/07/04 will be issued and released upon approval. BUDGET IMPACT The edit lists consist of routine payments with expenses being charged to various department budgets and projects. ACTION REQUIRED The Andover City Council is requested to approve total claims in the amount of $66,761.25. Please note that Council! lIeeting minutes will be used as documented approval. Respectfully submitted, ~?)~ Lee Brez :nka Attachm, .nts: Edit Lists "'Ol . . . . . . ~~ . . . . 0'" . . ~~ . . . . . . 0 .~. "U . . 0 . . . 0 :--- : '" ><'" Ul (-0' ~~ . ....'" . '" UO . U :> . , . Ul'" . ....0 00 . "'.... "''' . U 0'" . . "'''' . . 00 "" . . . . . . (-0 ID'" . . Z ~'" . . . . . . Ol -~o . . :;: '" . . . . . . Ol . . Ul . . '" .... it ~qo..,.qtil P "'''' . . '" '" . . Ul ... 0000" .... In . . Q ID .... . . 0 .... .. .................................. " ~Ul .~ . . 0 0- '" . . ...... Ul ... 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UlO: 00 "'.. 0"' ,.,,., "" !; ., ~ 0. 0: 0 0. a ., :> 0 0: 0. 0. .0; a Ul Ul ~ !; "' "' !; "' "' " N N N N .... ., ., a .... :;: .... .... :;: .... .... ., .~ ., '" '" ., '" '" " '" Ul r- r- Ul r- r- ., 0: ~ H ..... :> '" '" '" '" :> 0 '" '" '" '" '" '" ., Ul Ul 0: " H H .... a a Ul >< ~ .0; '" '" " OJ 0 '" ., ., <.> ,., ~ Ul ~ 0: 0. .0; 0. 0. .0; Ul ,., ,., H '" 0. 0 ... Ul H ,., " Z H 0 ., tJ ., 0: 0. ., ., ~ '" ... 0 0: ., :;:.. !; Ul .,.... ~ ..... ., tJ Ul'" 11 tJ ., ><M '" Ul" H >< Ul tJ Ul "' ... ... 0 ~ ,.,.... 0. H 15 ,., ~ .0; H ; ~ H 0: 0. '" tJ.. 0. tJ 0. ., ., ~g 6 Ul' ,., .0; ~ Z ,., ." 0 ,., tJ ., ,., ZN ., a. tJ .0; ., " .,; H--. 0: 0: o.r- ~ ,., 0 ~ o. ~ ~ ., ~ Ul--' ~; M ~ ~ :> tJN .... 0 ,., 0 .,;.... 0. .. ... '" '" '" ... @ CITY OF NDOVE 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members CC: Jim Dickinson, City Administrator 10 David D, Berkowitz, City Engineer'W FROJ.1: Todd J, Haas, Parks Coordinator SUBJECT: Accept ResignationlPark & Recreation Commission (Supplemental) - Engineering DAT~: December 7, 2004 INTRODUCTION This item is in regard to the resignation of a Park & Recreation Commissioner, Thomas Good manson. DISCUSSION Commissioner Goodmanson has offered his resignation bye-mail to the Mayor, Tom has agreed to m tke his resignation effective December 17th, the day after the last Park & Recreation Commission meeting of the year, ACTiON REQUIRED The ':ity Council is requested to accept the resignation of Thomas Goodmanson effective Dece:nber 17,2004, Resp"ctfully submitted, ~~ ~NDbVE~ O(\5i~cJ DATE December 7.2004 ITEMS GIVEN TO THE CITY COUNCIL > November 2004 Monthly Building Report ;, Item #5 - Approve 2004 Water System Improvement Report/04-11 - Engineering ;. Item #17 - Consider Comprehensive Plan Amendment/Update Sewer Staging Plan (Continued) - Planning ; Item #21 - Accept Feasibility Report/Order Public Hearing/02-33/Andover Station North - Engineering ;, PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON THE NEXT AGENDA. THANK YOU. GIDATA\STAFF\RHONDAAIAGENDA\CC L1ST.doc CITY OF ANDOVER 2004 Month) BuUdinl! Report , I I I TO: Mayor and City Council FROM: Don Olson NOVEMBER BUILDING 'ERMITS Permit/Plan Tax Total ValuatioD 23 Residential S 47,568.51 S 1.737.00 S 49,30551 S 3.474,000.00 Single Family 19 39,608.71 1,407.50 41,016,21 2,815,000.00 Septic 1 2,656,09 105.00 2,761.09 210,000,00 Townbome 3 5,303,71 224.50 5,52821 449,000.00 3 Additions 975.72 16.61 992.33 33,234,00 3 Garages 1,319.91 24.12 1,344,03 48,248.00 4 Basement Finishes 400,00 2.00 402,00 - - Commercial Building - - - - I Pole 81dgs/Bams 578,57 11.02 58959 22,050,00 I Sheds I 76.25 1.25 77.50 2,496,00 - Swimming Pools - - - - II Cbimney/Stove/Fireplace 73,45 1.15 74.60 2.300,00 - I Structural Changes - - - - 3! Porches 901.80 15,08 916.88 30,156,00 11 Decks 118,65 2,03 120.68 4,068,00 - I Gazebos - - - - 1 i Repair Fire Damage 1,418.69 40,00 1,458,69 80,000.00 81 Re-Roof 400,00 4,00 404.00 - 51 Siding 250,00 2.50 252.50 - 2' Other 7750 1.25 78.75 2,000.00 - Commercial Plumbing - - - - 2 Commercial Heating 537.73 950 547.23 18,800,00 1 Commercial Fire Sprinkler 10.00 0.50 10,50 800.00 - Commercial Utilities - - - - - Commercial Grnding - - - - I 59 Total Building Permits S 54,706.78 S 1.868.01 S 56,574,79 S 3,718,152.00 PERMITS PermltIPlan Tax Total Fees Collected 59 Building Permits S 54,706.78 S 1,868.01 S 56.574.79 . - Ag Building - - - - Curl> Cut - - - - Demolition - - - - Fire Permits - - - I Footing 15,00 - 15.00 - Renewal - - - - Moving - - - 52 Heating . 2,735,00 26,00 2,761.00 19 Gas Fireplaces 1,000,00 9.50 1,009,50 38 Plumbing 4.080,00 19.00 4,099.00 127 Pumping 1,905,00 - 1,905,00 4 Septic New 200.00 2,00 202,00 5 Septic Repair 250,00 2.50 25250 22 Sewer Hook-Up 550,00 - 550,00 22 Water Meter 1,100.00 - 1,100,00 - Sewer Change Over/Repair - - - - Water Change Over - - - 22 Sac Rctainage Fee 297.00 - 297.00 22 Sewer Admin Fee 330.00 - 330.00 24 Certificate of Occupancy 240.00 - 240,00 23 Liceru;e Verification Fee 115.00 - 115.00 - Reinspection Fee - - - 29 Contmctor Ucense 1,450.00 - 1,450.00 - Rental Ucense I - - - - Health Authority - - - 469 TOTALS S 68,973.78 S 1,927.01 S 70.900.79 I Total Number of Romes YTD 2004 233 Total Number of Homes YTD 2003 167 Total Valuation YTDI I 2004 S 62,969,564.28 Total Valuation YTDl I 2003 S 40,334,068.12 Total Building Department Revenue YTD 2004 S 926,795,81 Total Building Denartment Revenue YTD 2003 S 705,11 LSO I ')..~;;,--o'f -....... ;;d/)' D D a o o n I.J 2004 Water Systems Improvements J o J D D D J D U o Andover, Minnesota City No. 04- 1 1 SEH No. A-ANDOV0405.00 November 10, 2004 n LJ ~ SEH o o Multidisciplined. Single Source. Trusted solutions for more than 75 years. 'l I U .., J 2004 Water Systems Improvements Andover, Minnesota ,., u City No. 04- 1 1 SEH No. A-ANDOV0405.00 "'1 u ., u November 10, 2004 .., , u ,., '-' ,.., J I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ~~ Greg F. Johnson, PE (/ .., J ,..., o,..j Date: ///It?/04- I / Lie. No.: 26430 .., 4 .., I U ,., , U r'1 u .., J r'1 u Short Elliott Hendrickson Inc. 3535 V1dnais Center Drive St. Pacl, MN 55110-5196 651.49').2000 .., LJ 1 L.J ,..., , u .-, I , U '"'1 J Table of Contents r, L.i Cer ification Page Titl , Page Tab~e of Contents ,.., u Page 1.0 Executive Summary .........,.................,.....,.................................,............................1 1.1 Background ......................................................................................................1 1.2 Water Supply and Treatment Capacity............................................................. 1 1.3 Water Quality Issues (Wells 2 and 3) ................................................................ 2 1.4 Water Distribution System Model Update.......................................................... 2 1.5 Combined Single Pressure Zone Analysis ........................................................2 1 .6 Recommendations............. ......................... ................................................... ...4 1.7 Opinion of Probable Construction Costs ...........................................................4 2.0 Water Supply and Treatment Capacity ..................................................................5 3.0 Water Quality Issues (Wells 2 and 3) ,.................................................................... 7 4.0 Water Distribution System Model Update..............................................................8 4.1 Average Day Water Pressures.......................................................................... 8 4.2 Available Fi re Flows.......,................................ .......................... ......... ...... ......... 8 5.0 Combined Single Pressure Zone Analysis ............................................................9 5.1 Average Day Water Pressures - Maximum Day Fire Flows............................, 10 5.2 Elevated Water Storage Needs....................................................................... 10 r, J '"" u ., , u J ., u ,.., .J ., J ..., L-J List of Tables r, L.i Tab~e 1 Tab~e 2 Tab'e 3 Opinion of Probable Costs for Improvements..........................................4 Radium and Gross Alpha Concentrations ............................................... 7 Residential Fire Flows ............................................................................ 9 '1 u ,., J r1 U n u ., U SEH is a f\ gistered trademark of Short Elliott Hendrickson Inc. 2004 Wat Olr Systems Improvements City of Anjover, Minnesota A-ANDOV0405,OO Page i ., u ..., , >.J n I U Table of Contents (Continued) .., I u t'1 I U FigLre 1 FigLre 2 FigLre 3 FigLre 4 FigLre 5 FigLre 6 List of Figures Existing Water System Water Distribution System Analysis Existing Average Day Pressure Water Distribution System Analysis Existing Maximum Day Fire Flows Water Distribution System Analysis One Zone Average Day Pressure Water Distribution System Analysis One Zone Maximum Day Fire Flows Water Distribution System Analysis One Zone with Additional 12" Loop Average Day Pressure Water Distribution System Analysis One Zone with Additional 12" Loop Maximum Day Fire Flows Proposed Improvements T"1 L.J t; u FigLre 7 .., LJ FigL re 8 '"'1 J ApP9ndix A List of Appendices Water Storage Calculations J ''''''? u " d .., u r'\ I l.J .:~ u r-; , L.J ':1 u n L.J .., u 2004 Wat" Systems Improvements City of An Jover, Minnesota A-ANDOV0405.00 Page ii .., , U ., , J n I Novemb(~r 4, 2004 U n J '" J n J r-\ , U n J n u r-, LJ ,.., LJ n u n I u n , u t'I i U n U r-~ U ,..... U n I U n u 2004 Water Systems Improvements Prepared for City of Andover, Minnesota 1.0 Executive Summary 1.1 Background The City of Andover authorized Short Elliott Hendrickson, Inc. (SEH) to prepare this 2004 Water System Improvements Study. The scope of work included the following tasks: 1. Study the technical feasibility of increasing the City's water supply and treatment capacity by constructing a new well, controls, and transmission main from the well to the water treatment plant. 2. Study water supply options for serving the entire City with drinking water that complies with the Environmental Protection Agency (EP A) drinking water standards with respect to radium and gross alpha contaminants detected at Wells 2 and 3. 3. Update the City's hydraulic water distribution model with recent additions to the water system. 4. Study the technical feasibility of creating a single pressure zone where all customers receive treated water from the water treatment plant during peak water demands. 1.2 Water Supply and Treatment Capacity 1. The capacity of the City's water treatment plant exceeds the capacity of the wells that are pumped to the plant by approximately 1,400 gallons per minute (gpm). The construction of a new well (Well 9), electrical controls and transmission main is needed to utilize the full capacity of the water treatment plant and meet the City's water demands for the next five years. Pumping this well to the water treatment plant would cost approximately $2 million less compared to constructing a new water treatment plant at the well site. 2. A test well (Test Well 6) was drilled at the northeast intersection of Andover Boulevard and Xeon Street in February 1997. Test results A-ANDOV0405.00 Page 1 o Q o o 1.3 D u D o D o o o o o o u n o 1.4 indicate that a new municipal well (Well 9) constructed at this site should be capable of pumping approximately 1,200 gpm. 3. Before bidding documents are prepared for Well 9, a well siting study should be conducted to address well siting criteria established by various government agencies, identify potential contaminant sources, and identify existing wells that may affect or be affected by the new well. Water Quality Issues (Wells 2 and 3) 1. Wells 2 and 3 pump non-treated water directly into the water distribution system during peak water demands. Radium and gross alpha have been detected in concentrations that exceed the maximum contaminant levels (MCLs) that are enforced by the Minnesota Department of Health (MDH). 2. SEH and City Staff met with the MDH to discuss the future treatment requirements for Wells 2 and 3 in order to comply with the radium and gross alpha drinking water standards. The MDH, in conjunction with the EPA, will allow public water systems such as Andover to utilize a new method for measuring radium and gross alpha concentrations in the distribution system versus at the wellhead where higher concentrations of radium and gross alpha are detected. This method will allow the non- treated water from Wells 2 and 3 to be blended with treated water from the water treatment plant prior to sampling to detennine the radium and gross alpha concentrations. Individual treatment plants will not be required at Wells 2 and 3 with this method. 3. A written proposal would need to be submitted to the MDH to use the new method for measuring radium and gross alpha concentrations in the distribution system. The MDH would then prepare an agreement that would allow the City of Andover to use this method. Water Distribution System Model Update 1. The City's existing water distribution system is illustrated on Figure 1. The City's water distribution system model was updated with recent improvements to the water distribution system. WaterCAD (version 5,0) by Haestad Methods was the computer software used for this analysis. This update assists in planning for new development areas and identifies inefficiencies that may exist in the system. 2. Average day water pressures are depicted by pressure contours in Figure 2. The existing system pressures range from 55 to 77 pounds per square inch (psi) for an average day demand scenario. 3. The computed fire flows for the current distribution system are represented in Figure 3. The existing system pressures and fire flows were detennined to be adequate. Combined Single Pressure Zone Analysis 1. The Andover water system includes a low pressure zone and a high pressure zone as identified on Figure 1. The one million gallon water tower provides water storage and pressure for the high pressure zone. The high pressure zone receives mostly treated water from the water treatment plant. Well 3 pumps non-treated water directly into the high 1.5 o 2004 W"ter Systems Improvements City of Andover, Minnesota A-ANDOV0405.00 Page 2 ., u ., u ., u n u r, J .j u ,.., u '1 U '1 u ,.., u ,., v n J n ..J ,., u ..,. u n u n .... n u ,.., u 4 Construct 12-inch transmission main for Well 9 (*) $650,000 Engineering, Legal, Admin. (25%) $163,000 Subtotal $813,000 Construct 12-inch water main along S. Coon Creek $374,000 5 Drive (**) Engineering, Legal. Admin. (25%) $94,000 Subtotal $468,000 6 Construct 2-million gallon water tower (***) $2,680,000 Engineering, Legal, Admin. (10%) $268,000 Subtotal $2,948,000 Demolish 500,000 gallon water tower and pressure 7 reducing valve station. Construct new water main $140,000 around existing pressure reducing valve station Engineering, Legal, Admin. (25%) $35,000 Subtotal $175,000 Subtotal of Improvements $4,847,000 Contingency (10%) $485,000 TOTAL $5,332,000 Notes (*) Includes restoration (**) Does not include restoration (***) Includes $130,000 for Dainting containment system and 20-inch water main. 2.0 Water Supply and Treatment Capacity The capacity of the City's water treatment plant exceeds the capacity of the wells that are pumped directly to the water treatment plant by approximately 1,400 gpm. The construction of a new well (Well 9), electrical controls and transmission main is needed to utilize the full capacity of the water treatment plant and meet the City's water demands for the next five years. A test (Test Well 6) was drilled at the northeast intersection of Andover Boulevard and Xeon Street in February 1997. The test well was drilled to a depth of 26S feet into sand and gravel glacial drift material. Correspondence from the well driller, E.H. Renner & Sons, recommends constructing Well 9 with a 24-inch outer casing, IS-inch inner casing, and a 12-inch stainless steel screen installed in the sand and gravel formation. A permanent pump with a capacity of 1,200 gpm was recommended by E.H. Renner & Sons. Based upon the limited pumping data available for the test well, Well No.9 does not appear capable of pumping beyond a rate of 1,200 gpm. A second pumping test conducted during the construction of Well 9 will provide representative pumping data to determine the capacity of the well. A well siting study should be conducted prior to construction of the well to address the following requirements for a new well: 1. Government Involvement The location and design of the proposed well must be approved by various local and state government agencies and regulators. To reduce project surprises, it is imperative to contact and involve these agencies early in the 2004 'Aater Systems Improvements City of .\ndover, Minnesota A-ANDOV0405,00 Page 5 ,.., u .." U n u .., u n J '1 u n LJ n u '\ u n u n u ,.., .J n u n u n L..l ,"-' u n u n .J n u process. Typically, regulators will require their own site inspection and will request to review the information obtained from the tasks discussed below. Plans and specifications for test wells and high-capacity, production wells are required to be submitted to and approved by regulatory agencies. Government regulators will base their approval of a new well on whether the location and construction design meet the various local and state laws, ordinances, statutes, rules, and requirements. It is important to have detailed knowledge and understanding of these laws and regulations. 2. Potential Contaminant Source Inventory The inventory should include available data from state agencies (e.g. WDNR and MPCA websites) and an inexpensive, formal file search and review through subcontracting firms such as EDR, Inc. or FirstSearch Inc. The inventory should provide information regarding all properties, facilities, and sites that have documented environmental contamination (especially groundwater contamination), or the potential for environmental contamination. Review of the subcontractor's report by local officials should be performed to ensure the accuracy of the identified sites and their ownership. 3. Site Reconnaissance Site reconnaissance should be completed to assess and evaluate the proposed well location for separation/isolation distance violations regarding applicable state laws pertaining to pollutant sources near the well. In addition, drill rig accessibility should be evaluated and potential well interference assessed. 4. Well Inventory A well inventory should be completed to identify wells that may hydrogeologic ally affect or be affected by the new well. The purpose of this task is to evaluate the likelihood and magnitude of potential well interference. State databases are typically available to compile and catalog existing wells. Interviews with local well drilling firms may also provide additional information. 5. Groundwater Flow Modeling Using an existing computer groundwater flow model, or developing a new model, can provide estimates regarding the extent and magnitude of the proposed wells capture zone and cone of depression over time. Groundwater- surface water interaction and influence can also be simulated and assessed using computer models. Well interference can also be evaluated through this task, and the model can be used in the future for wellhead protection purposes. Groundwater flow modeling software and expertise currently available through SEH include: ModFlow, Aqtesolv@, QuickFlow@, FLOWPATH@, and MLAEM@. Figure No.8 shows the proposed routing of a l2-inch tranSmISSIOn main from proposed Well 9 to an existing transmission main that tenninates at Well 8. The segment of transmission main located along Andover Boulevard could be constructed with open trench method and ductile iron pipe. The segment of transmission main located along Hanson Boulevard may require horizontal directional boring method with high density polyethylene pipe to 2004 Vlater Systems Improvements City of Andover. Minnesota A-ANDOV0405,QO Page 6 '1 u ., L.J n L.J ,., u M I u ~ U M L.J n u ~ U n .J r'1 , U n u n u n u M u n u n '.... n u ,., u avoid construction conflicts and disruptions to the existing electrical power lines located along Hanson Boulevard. The final segment of transmission main located under Hanson Boulevard will require jack boring method with steel casing pipe and ductile iron pipe to avoid disruptions to the Hanson Boulevard traffic. 3.0 Water Quality Issues (Wells 2 and 3) The City maintains eight water production wells (see Figure I). Wells I and 2 supply water for the low pressure zone during high water demands. Well I is no longer used due to sand pumping problems. When City-wide water demands are high enough during the summer months, Well 2 is needed to provide the majority of the water demand for the low pressure zone. As a result, customers located in the low pressure zone receive less treated water compared to customers located in the high pressure zone. Wells 3, 4, 5, 6, 7, and 8 supply water for the high pressure zone during normal operating conditions. All of these wells, except Well 3, are pumped directly to the water treatment plant. Wells 2 and 3 produce water with concentrations of radium and gross alpha that exceed the maximum contaminant levels (MCLs) enforced by the Minnesota Department of Health as summarized on Table (2) below: Table 2 Radium and Gross Alpha Concentrations Well 2 Well 3 Maximum Concentration Concentration Contaminant (pCi/L) (pCVL) Level (MCL) (oCVLI Combined Radium 12.8 7.8 5.4 226 and 228 Gross Alpha 27.9 17.0 15.4 SEH and City Staff met with the Minnesota Department of Health to discuss the future treatment requirements for Wells 2 and 3 in order to comply with the radium and gross alpha drinking water standards. The MDH, in conjunction with the EPA, will allow public water systems such as Andover to utilize a new method for measuring radium and gross alpha concentrations in the distribution system versus at the wellhead. The first step includes calculating the annual average concentrations of radium and gross alpha at the first entry point in the distribution system located near Wells 2 and 3. The average radium and gross alpha concentrations from four consecutive quarterly samples would be used. As the next step, the MDH would calculate the maximum amount of water that could be pumped from Wells 2 and 3 before the weighted average concentrations of radium and gross alpha would exceed the MCLs. Treatment for radium and gross alpha would not be required as long as the weighted average concentration does not exceed the maximum contaminant level established for the contaminant. This method is intended only for water 2004 V later Systems Improvements City of Andover, Minnesota A.ANDOV0405.00 Page 7 ,., ! LJ ~ LJ n u " u n L..I ~ , u n u ,.., LJ n u ", ...J r, u n u n u n I.J n u n u no u ,., I.J n L.J 4.0 sources that are used seasonally or for emergency purposes. The annual average radium and gross alpha concentrations that are sampled and measured in the distribution system would be reduced by blending Wells 2 and 3 with treated water supplied from the water treatment plant. Water Distribution System Model Update The City's water distribution system model was updated with recent improvements to the water distribution system. WaterCAD (version 5.0) by Haestad Methods was the computer software used for this analysis. Hydrant flow testing was conducted throughout the City to obtain data for calibrating the model. Average day water pressures and maximum day fire flows were modeled with the existing water distribution system. This update assists in planning for new development areas and identifies inefficiencies that may exist in the system. 4.1 Average Day Water Pressures Average day water pressures are depicted by pressure contours in Figure 2. The existing system pressures range from 55 to 77 psi for an average day demand scenario. Recommended Ten States Standards state that the minimum pressure in the distribution system should be 35 psi and the normal pressure should be approximately 60 to 80 psi. The available water pressures meet these recommended standards. 4.2 Available Fire Flows The available fire flow is defined as the rate of available flow at a residual pressure of 20 psi for a specified duration. Maintaining a minimum residual pressure of 20 psi during a fire flow is recommended to insure that all customers receive adequate pressure when such a fire flow is exerted on the system. Larger water mains and looping of the mains add significantly to the rate of available fire flow. The duration for an available fire flow is impacted by supply output and water storage capacity. The time of day and season also affect how much of the output and storage is available to fight a fire. The Insurance Services Office (ISO) rates commercial, industrial, and public facilities based on the type and use of construction. When a building has a fire suppression sprinkling system, the required flow rate is dramatically reduced, but the residual pressure requirement is increased. Each fire suppression sprinkling system is individually designed for the building and type of use. The available fire flows for the Andover water system were calculated using a worst-case scenario in the model with the following conditions: . System demands were set at maximum day; . All reservoirs were set at half full; and . Flows were run at 20 psi residual pressure. . The treatment plant and remote wells were set at the maximum output capacity. These conditions simulate a fire occurring on a high demand summer day. 2004 Vlater Systems Improvements City of Andover. Minnesota A-ANDOV0405,00 Page 8 .., u .., u n u n u n , LJ n i , ..J n u ,., , u ,., , u n u r, u n .) r-, , LJ n u n u ,.., L.J ". u ,.., I.J t-~ LJ The modeled fire flows were run up to a maximum of 3,500 gpm. The computer model can calculate higher flows but at some point they become unrealistic because there are not enough hydrants or fire equipment to deliver such high rates. The minimum residential fire flow available at any given point in a system should not be less than 750 gpm at a residual pressure of 20 psi. This represents the amount of water required to provide for two standard hose streams on a fire in a typical residential area for dwellings that are spaced 31 to 100 feet apart. The needed fire flow for one and two family residential dwellings is based upon the separation distance between dwellings as summarized in the table below. Commercial buildings, industrial buildings, and larger residential units such as a four-plex or apartment building may likely require greater fire flows than residential dwellings. The needed fire flows for these types of building are variable and can be calculated with the ISO Method. This method is a function of the building square footage, combustibility class, occupancy factor, and exposure to adjacent buildings. Table 3 Residential Fire Flows Distance Betw~~n Buildings Needed Fire Flow Ifeet loom) More than 100 500 31 - 100 750 11- 30 1,000 Less than 11 1,500 The computed fire flows for the current distribution system are represented in Figure 3. They are represented by fire flow contours in gallons per minute. 5.0 Combined Single Pressure Zone Analysis The Andover water system includes a low pressure zone and a high pressure zone as identified on Figure 1. The one million gallon water tower provides water storage and pressure for the high pressure zone. The high pressure zone receives mostly treated water from the water treatment plant. Well 3 pumps non-treated water directly into the high pressure zone during peak water demands. The 500,000 gallon water tower provides water storage and pressure for the low pressure zone. The low pressure zone receives treated water from the high pressure zone during non-peak water demands. Well 2 provides the majority of water for the low pressure zone during peak water demands so customers located on the low pressure zone receive mostly non- treated water during peak water demands. The City's two pressure zone system requires additional operation and maintenance compared to a single pressure zone system. The pressure reducing station and controls must be carefully monitored by City Staff and requires periodic adjustments and repairs. 2004...' ater Systems Improvements City of A.ndover, Minnesota A-ANDOV0405,00 Page 9 r-, I U ., u ., u n u n L.I '\ u n w n , u n , u n u n U n .J '1 , u n u ., u n L.J n l..1 n u n .J Creating a single pressure zone would require demolition of the 500,000 gallon water tower and pressure reducing station. The 500,000 gallon water tower could no longer be used because the high water elevation in the tower is approximately 45 feet less than the high water elevation in the one million gallon water tower that serves the high pressure zone. The high water elevations should match for all water towers located in a single pressure zone system. 5.1 Average Day Water Pressures - Maximum Day Fire Flows A single pressure zone was modeled without the 500,000 gallon water tower and pressure reducing station to determine the expected average day water pressures and maximum day fire flows. The average day pressures are depicted in Figure 4. The existing system pressures range from 60 to 77 psi for an average day demand scenario. A combined single pressure zone would increase water pressures in the low pressure zone by approximately 19 psi with the increased hydraulic grade line. The maximum day fire flows with a single pressure zone are depicted in Figure 5. The low pressure zone would receive adequate fire flows for residential development. Figures 6 and 7 depict the average day water pressures and fire flows with the construction of \2-inch water main along Coon Creek Drive. This water main is recommended to provide water main looping and increased fire flows to the southwestern area of the City. The water main will also provide a trunk water main to serve the Rural Reserve Area development located along South Coon Creek Drive. 5.2 Elevated Water Storage Needs Eliminating the 500,000 gallon water tower that serves the low pressure zone would require construction of a new water tower to replace this storage capacity. An extended period simulation (EPS) was setup in the model to check the cumulative system imbalance between the one million gallon water tower and a new, taller water tower constructed at the existing 500,000 gallon water tower site with a matching high water elevation. Imbalances are caused when one or more elevated storage tanks within the same pressure zone do not fill and drain at the same rate. Imbalances contribute to reduced storage replenishment during high service pumping as one or more tanks will not fill to its full capacity. The location of water towers, water main sizes, and the layout of the water distribution system are important factors that affect the balance or imbalance of the system. The EPS simulation calculated a significant imbalance of approximately 18 feet between the City's two water towers while filling the towers from the water treatment plant. This means that a new water tower constructed at the existing 500,000 gallon water tower site would fill be filled 18 feet less in water elevation as the one million gallon water tower is filled to its high water elevation. This amount of imbalance is not acceptable so a new water tower should not be constructed at the existing site of the 500,000 gallon water tower. Constructing an altitude valve pit at the one million gallon water tower is not recommended because the tower would be filled first, isolated from the distribution system, and provide low turnover of water. 2004 '^ ater Systems Improvements City of \ndover, Minnesota A-ANDOV0405.00 Page 10 .., u " u n w ,., u ,., , L.1 " ..J n &.J '1 u n u n u n u n .) n I L.J' n v n L.J ,., u n u n u n , W The City's total elevated water storage volume is adequate for the existing water demands (see storage calculations in Appendix). However, the projected calculated storage need in Year 2020 for a projected population of 33,000 people on City water is approximately 3 million gallons which also assumes the water treatment plant will be expanded in the future. A two million gallon capacity water tower in addition to the existing one million gallon water tower should provide the City with adequate storage capacity for the maximum day water demands and fire flows through Year 2020. Constructing a larger two million gallon water tower would be more cost effective compared to constructing multiple water towers with less capacity in the near future. Constructing a new water tower near the water treatment plant would provide excellent hydraulic balance between the two water towers. Figure 8 shows the proposed site for a proposed two million gallon water tower. 2004 V'ater Systems Improvements City of Andover, Minnesota A-ANDOV0405.00 Page 11 ,., u .., !oJ n w n u n i !oJ ..., !oJ n , U ""1 u n u n !oJ r1 LJ n u n , 14' n l.J ,..., LJ ,..." 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L..i ~l u ...., u '" J ...,. u J r~ u ..., u n J j~ SEH N oVl'mber 30. 2004 RE: Andover Station North Supplemental Feasibility Report Andover, Minnesota SAP. No. 198-118-004 SEH No. A-ANDOV0302.00 Hon"rable Mayor and City Council City "f Andover 1685 Crosstown Boulevard NW And"ver, MN 55304 Dear Mayor and Council Members: With your authorization, Short Elliott Hendrickson Inc. (SEH"') is pleased to submit this supplemental feasibility repOl t for public street, utility, and site improvements for the Andover Station North site. The original feasibility stud) was prepared February 12, 2003. The project was then postponed by the City until a potential developer couk be found. The project has been reactivated due to renewed developer interest and this supplemental feasibility report revises the estimated project costs and includes estimated assessments reflecting the City's 2005 fee schedule. This report also includes infonnation pertaining to site changes and activities since the original feasi',ility report was prepared. The feasibility study area includes approximately 100 acres of the proposed And(,ver Station North site. The proposed site consists of 80 acres directly south of the Waste Disposal Engi:leering (WDE) landfill site, bordered by Hanson Boulevard to the east and the Red Oaks subdivision to the west and also approximately 20 acres of the fanner Anoka Auto Wrecking on the north side of Bunker Lake Boul ;vard. The :'roposed improvements consist of a street extension constructed to Municipal State Aid (MSA) standards, sanit:,ry sewer, water main, stann sewer, sidewalks, trails. street lighting, landscaping, and site grading. The Hans)n Boulevard improvements (widening and traffic signal installation) are part of a proposed 2006 project with Anoh County. The cotal estimated construction cost is $2,778.600 for the proposed improvements (including 4% for any conti:1gencies), and the total estimated project cost is $3,612.200. The total estimated project cost consists of an estimlted cost of $2,556,700 for the proposed improvements in Phase I, an estimated cost of $1,055,600 for the prop"sed improvements in Phase II. The total estimated project costs include construction costs, contingencies, and indin ct costs (engineering, administration, fiscal, and legal). The I roject is proposed to be funded by special property assessments, sales of land, and by City funds. City funds would potentially include Tax Increment Financing (TIF) and other funds as detennined by the City. Sanitlry sewer and water main costs are estimated to be $167,700 for Phase I and $214,800 for Phase II. These uti lit) costs would potentially be funded by City Trunk funds and assessments to benefiting properties. Trail costs are e,timated to be $13,500 for Phase I and $16,000 for Phase II. We ",commend that the City Council, staff, and developer review this report, and if acceptable, proceed with projed implementation as proposed. Since'elY'~L/~ ~ ~7 c.J'.~6/. ..... Chad E. Setterholm, PE Project Manager nm ,,:\oI~\allJl ver'll30200\r~port\wonJ\surrft:a5l1'11.00c Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 5S II 0-5196 SEH is an equal opportunity employer I www.sehinc.com I 651.490.2000 I 800.325.2055 I 651.490.2150 fax I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. ~E~~~#f?() Chad E. Setterholm, PE ., I U n u Andover Station North Supplemental Feasibility Report Andover, Minnesota n I U ., SAP, NO. 198-118-004 SEH No. A-ANDOV0302,OO I.J r~ , ...i November 30, 2004 ., l,.i .., J ri J ., L) .., L..I ., L./ -, u Date: November 30, 2004 Lic. No.: 40913 ~#J.~ W~/04- Date ..., Reviewed by: u H L..l n LA .:'" u '1 u Sho,1 Elliott Hendrickson Inc. 353:; Vadnais Center Drive St.l'aul, MN 55110-5196 651 490.2000 :"1 &J q I L..I r1 I U ,., , u '1 LJ Table of Contents n , Letter of Transmittal Certification Page T able of Contents u ""' W 1.0 ""1 V 2.0 3.0 ,., I W n Li .., w ~.O .r, u ..., 7.0 4 ., I W .., L.l H J --, u ., LJ r'\ .J M .J ~,O Page Conclusions and Recommendations.....................................................................1 1,1 Conclusions ,.."............................,.................................................................." 1 1.2 Recommendations,................ .......,.............. ...."..... .......,............................. ..... 2 Introd ucti 0 n ............................................................. ........................ ........................ 3 Proposed Improvements ........................................................................................ 3 3,1 Street, Sidewalk, and Trail....................................................,........................... 3 3.2 Jay Street / Bunker Lake Boulevard Intersection...............................................4 3.3 Hanson Boulevard /139th Lane Intersection .................................................,.. 4 3.4 Sanitary Sewer ..............,..,...............,..............,..............."............................... 5 3.5 Water Main ,...,...........................,..........................,...,.................,....,..,.........,...6 3.6 Storm Sewer .........,...,..,................,..............."...............,.................................. 6 3.7 Street Lighting ..............,..................,..............................,................................. 6 Landscaping ............................................................................................................7 Wetlands / Mitigation ...,.......................................................................................... 7 Soils.........................................................................................................................8 Right-of-Way/Easements ........................................................................................ 9 Permits ................................................................................................................... 1 0 Estimated Project Costs ..................................,....................................................10 Funding / Assessments ........................................................................................ 11 Proposed Project Schedule .................................................................................. 13 LO LO LO 10.0 11.0 fA.ppendi~ Cost Estimate Drawings Coon Creek Trunk Sewer Flow Diversion Memo Phase 11 Environmental Site Assessment (ESA) Memo Geotechnical Recommendations and Soil Borings " SEH i" a registered trademark of Short Elliott Hendrickson Inc. Supp emental Feasibility Report City ( f Andover A-ANDOV0302.00 Page; u ,..., J ,.., , Nove nber 30, 2004 LJ "1 l..J ., I U ., J r-l u "'"1 LJ ,..., !-J .., lJ ,..., u ~( u .., u n I w '"'1 J . , U ., u f"-, U ., , I l' q , U Supplemental Feasibility Report Andover Station North Prepared for the City of Andover 1.0 Conclusions and Recommendations 1.1 Conclusions As a result of this study, we conclude that: 1. The proposed Andover Station North site can be served with City sanitary sewer and water main extended northerly from Bunker Lake Boulevard and Jay Street. 2. A force main stub should be included off the sanitary sewer near Hanson Boulevard for future bypass flows from the Coon Creek trunk sanitary sewer main. 3. The proposed water main should be looped from Bunker Lake Boulevard to 139th Lane to provide a stronger water distribution system in this area. 4. The extension of Jay Street northerly from Bunker Lake Boulevard to Hanson Boulevard will provide access to the Andover Station North site and provide another collector street to strengthen the City's transportation system. 5. Street widening and traffic signal improvements to Hanson Boulevard at 139th Lane will be necessary with the proposed Andover Station North site, and are scheduled as part of a 2006 project with Anoka County. 6. The existing traffic signals at Bunker Lake Boulevard and Jay Street will need to be revised with the widening of the Jay Street leg of that intersection. The extent and timing of these improvements will have to be discussed further with Anoka County. 7. Street lighting will be necessary along both sides of the proposed Jay Street extension to provide illumination to both the roadway and adjacent sidewalk and trail. 8. Wetland mitigation for the estimated wetland impacts due to overall site grading was performed during 2004 by Ryan companies and was approved by Coon Creek Watershed District. A.ANDOV0302.00 Page 1 ,.., u " I LJ n i U n I U n J d u '1 LJ ,.., u q l..J ,..., u " w ,.., .) " L.J " u r"\ u ., w r, L..J ..., u 9. The project could be constructed in two phases, with Phase I consisting of overall site grading for the entire Andover Station North property, along with extending Jay Street, including utilities, from the Jay Street and Bunker Lake Boulevard intersection to north of the former Anoka Auto Wrecking property to provide access to the residential component of the development. Phase II would consist of extending Jay Street northeasterly from the Phase 1 to the intersection of I39th Lane and Hanson Boulevard. 10. Contaminated soils from overall site grading and previous wetland mitigation, buried tires, and surface contamination consisting of old automobile parts exist on the former Anoka Auto Wrecking site and will need to be cleaned up during site grading of the Andover Station North property. 1 I. The Minnesota Pollution Control Agency (MPCA) has setback requirements with development constraints from the south property line of the WDE landfill site which is located adjacent to the Andover Station North site along the north end of the property. 12. The total estimated cost of the proposed improvements is $3,612,200 for the proposed improvements from Bunker Lake Boulevard to Hanson Boulevard. Phase I improvements from Bunker Lake Boulevard to north of the former Anoka Auto Wrecking property is estimated to be $2,556,700 and Phase II improvements from the north end of the former Anoka Auto Wrecking property to Hanson Boulevard is estimated to be $1,055,600. These estimated costs include construction costs, contingencies, and indirect costs (engineering, administration, fiscal, and legal). 1.2 13. The project is feasible from an engineering perspective, and necessary to provide public services to the proposed Andover Station North site. City staff should review its other planned improvements and determine if they can be economically combined with the Andover Station North improvements. City staff must also determine if the project is cost effective and feasible from an economic perspective. Recommendations As a result of these conclusions, we recommend that: I. The City Council, Economic Development Authority (EDA), and City staff review this report in detail. 2. Project phasing be discussed, and project limits be designated for an initial phase if the entire improvements from Bunker Lake Boulevard to Hanson Boulevard are not constructed now. 3. The City coordinate with Anoka County regarding improvements to Hanson Boulevard and Bunker Lake Boulevard. 4. The improvements be constructed as proposed in this report. 5. Contaminated soils on the former Anoka Auto Wrecking property be cleaned up and/or handled under guidance from the MPCA and in accordance with any governing rules, regulations, and laws. ,.., Suppl ,mental Feasibility Report City 0' Andover A-ANDOV0302.00 Page 2 w '""1 ,j n ; o 2,0 n I W n , u .., i U ~ v '""1 w n , u n .J 3.0 '1 u {! LJ n u n J r-1 3,1 u ....,. () " u .-, , u ,., I o Introduction The Andover EDA initiated a feasibility study to investigate providing site grading. municipal utilities, and street access to the Andover Station North site. The original report was prepared on February 12, 2003. The project was then postponed by the City till a potential developer could be found. The project has been reactivated due to renewed developer interest. This supplemental feasibility report revises the estimated project costs and includes estimated assessments reflecting the City's 2005 fee schedule, This report also includes information pertaining to site changes and activities since the original feasibility report was prepared. The site is approximately 100 acres in size and is bordered by Bunker Lake Boulevard (CSAH 116) on the south, the Red Oaks subdivision and Pov's sports complex on the west, Hanson Boulevard (CSAH 78) and Great River Energy's substation on the east, and the WDE landfill site on the north. The City obtained the northerly 80 acres through the tax forfeiture process and the southerly 20 acres was recently purchased from Anoka Auto Wrecking, which operated a salvage yard. It is understood that the City has a strong interest in developing the Andover Station North site into a quality commercial development that will also have a medium density residential component. The project area that is shown on the project location map, Drawing No. I, and the project layout that is shown on Drawing No.2, are located in the Appendix. Proposed Improvements The proposed improvements consist of a street extension of Jay Street from Bunker Lake Boulevard to Hanson Lake Boulevard (designed to current MSA standards), along with sanitary sewer, water main, storm sewer, sidewalks, bituminous trail, street lighting, landscaping, and site grading. The project could be constructed in two phases, with Phase I consisting of overall site grading for the entire Andover Station North property, along with extending Jay Street, including utilities, from the Jay Street and Bunker Lake Boulevard intersection to just north of the former Anoka Auto Wrecking property. Phase II would consist of extending Jay Street northeasterly from the end of Phase I to the intersection of 139th Lane and Hanson Boulevard. The improvements are detailed as follows: Street, Sidewalk, and Trail The proposed street alignment across the Andover Station North site was determined by working with City staff. The proposed alignment extends Jay Street northerly from an existing intersection with Bunker Lake Boulevard, along the edge of the Pov's sports complex property, and then northeasterly to the intersection of Hanson Boulevard and 139th Lane. The Jay Street extension is proposed to be constructed to MSA standards, and is 42 feet wide with concrete curb and gutter. The street would function as a collector street with a projected Average Daily Traffic (ADT) of approximately 4,300 vehicles in 20 years assuming the site is completely developed. Right and left turn lanes are proposed at both the Jay Street and Bunker Lake Boulevard intersection and also the Hanson Boulevard and 139th Lane intersection. The width of the street will also allow one traffic .., , Suppl ,mental Feasibility Report City 0' Andover A-ANDOV0302.00 Page 3 u r-'! .; n LJ n , L.J ,..., , LJ " u n LJ n u ,.., u n :.J ,., LJ n '..J ,., u r-, u '. u n 3.3 v ,., .J n I U ,.., I LJ 3.2 lane in each direction, and a center opposing left turn lane to be striped on the street. The proposed street section is designed for a 9-ton load, and consists of 12 inches of aggregate base, and 5.5 inches of bituminous pavement (according to current MSA standards). Raised medians will be constructed at both ends of the Jay Street extension where it intersects with Bunker Lake Boulevard (CSAH 116) and also Hanson Boulevard (CSAH 78). Both raised medians will be irrigated and landscaped. A 5-foot wide concrete sidewalk located within the right-of-way is proposed for the easterly side of the Jay Street extension. An 8-foot wide bituminous trail located within the right-of-way is proposed for the westerly side of the Jay Street extension. These streets will provide access to commercial businesses as they are established in the Andover Station North site and also serve as a north-south corridor to connect other portions of the City's traiVtransportation system. The proposed street typical sections are shown on Drawing No.3, and the proposed street improvements are shown on Drawing Nos. 4, 5, and 6 located in the Appendix. Jay Street / Bunker Lake Boulevard Intersection The north leg of the existing intersection of Jay Street and Bunker Lake Boulevard will require widening to accommodate additional turn lane geometry necessary to handle future traffic for Andover Station North as estimated in the Amendment, dated November 5, 2004, to the original Traffic Impact Study performed by SEH, dated February 12,2003. According to the Amended Traffic Impact Study, the 20-year projected ADT along the proposed Jay Street extension is estimated to be 4.300 vehicles per day. Modifications will need to be made to the existing traffic signal at the Jay Street and Bunker Lake Boulevard intersection to accommodate widening of the north leg of the intersection and the additional turning movements. The modifications will consist of moving the pedestal base, relocating the signal heads on the mast arm, and rewiring to accommodate the new location of the base. These proposed improvements are shown on Drawing No.4 located in the Appendix. Hanson Boulevard /139th Lane Intersection With a 20-year projected ADT of approximately 4,300 vehicles per day along the Jay Street extension, improvements to the intersection of Hanson Boulevard and 139th Lane will be necessary. The extent and timing of these improvements must be discussed and coordinated with Anoka County. A traffic signal, along with left turn and right/thru lanes will be necessary at this intersection once the proposed Jay Street extension is connected to Hanson Boulevard. The existing Hanson Boulevard will need to be widened to the north and south of 139th A venue to accommodate right and left turn n Supp emental Feasibility Report City (f Andover A-ANDDV0302.00 Page 4 I..i 'l .J n J n I L..J l LJ ..., I l.J ~., LJ 3,4 n LJ n l.J '1 J ,.., u ,-, .J ,., ! U .., .J ,., u " w " LJ .., , LJ n I u lanes necessary for both north and southbound traffic. It will also be necessary to widen the existing I39th Lane to accommodate a left turn lane and match the proposed through lane from the Jay Street extension. Improvements to Hanson Boulevard are proposed to be constructed in 2006 as part of a project with Anoka County. The Amended Traffic Impact Study performed by SEH, dated November 5, 2004, indicates that Hanson Boulevard will require additional traffic lanes in the future to accommodate anticipated traffic growth. These proposed improvements are shown on Drawing No.6 located in the Appendix. Sanitary Sewer The proposed sanitary sewer improvements consist of extending an 18-inch diameter gravity sanitary sewer northerly from Bunker Lake Boulevard along the proposed Jay Street extension to provide service to the Andover Station North site and also pick up future bypass sanitary sewer flows from the Coon Creek trunk sanitary. In previous sanitary sewer studies conducted by the City, it was determined that approximately 1.99 million gallons per day (MGD) will need to be bypassed from the Coon Creek trunk sanitary sewer located north of this site. This flow was anticipated to be routed to the Bunker Lake trunk sanitary sewer to increase capacity in the Crosstown trunk sanitary sewer allowing for additional development flows. It is anticipated that sanitary sewer flows will be bypassed through the use of a lift station that will pump southerly through a force main along Hanson Boulevard and into the proposed sanitary sewer on the Andover Station North site. The bypass flow will then flow by gravity southerly to the existing Bunker Lake trunk sanitary sewer through the Andover Station North site, It has been determined that the existing 18-inch diameter Bunker Lake trunk located upstream from the 30-inch Bunker Lake Boulevard trunk sanitary sewer (from Crooked Lake Boulevard to Crosstown Boulevard) does not have the capacity to handle the entire bypass flow of 1.99 MGD from the Coon Creek trunk. The capacity of the above mentioned 18-inch trunk sanitary sewer has been determined to be 2.71 MGD, with a remaining capacity of 1.90 MGD for bypass flows from the Coon Creek trunk sanitary sewer. Capacity information pertaining to bypassing sanitary sewer flows from the Coon Creek trunk sanitary sewer to the Bunker Lake Boulevard sanitary sewer can be found in the Coon Creek Trunk Sewer Flow Diversion Memorandum located in the Appendix. The memorandum also gives general information pertaining to how the 1.99 MGD flow diversion could be accomplished without inundating the Bunker Lake Boulevard trunk sanitary sewer. It is recommended that a separate study be conducted to determine which scenario will be most feasible to accomplish the 1.99 MGD bypass flow. The proposed sanitary sewer improvements are shown on Drawing Nos. 7, 8, and 9 located in the Appendix. ,-, Supp emental Feasibility Report City (f Andover A-ANDOV0302.00 Page 5 L..J "'1 .J , LJ 3.5 ,., '1 w ~ u ~ w "., w 3.6 M .J n v .., u ,-, I LJ r'1 I U n LJ n L.J r1 U " 3.7 w n LJ .., I U r) I W Water Main The proposed water main improvements consist of extending a 12-inch diameter water main northerly from Bunker Lake Boulevard along the proposed Jay Street extension and connecting into the existing 8-inch water main located on 139th Lane. The 12-inch water main will provide service to the Andover Station North site and also provide a water main loop to strengthen the City's water distribution system. The water main is located in the proposed streets and is parallel to the sanitary sewer. The proposed water main improvements are also shown on Drawing Nos. 7 and 8, located in the Appendix. Storm Sewer The proposed storm sewer improvements consist of 12-inch through 48-inch diameter pipe, with catch basins to convey drainage from the proposed street surfaces. Storm sewer stubs are also proposed to adjacent areas to accommodate drainage from future development. The proposed storm sewer improvements will drain to existing storm water detention ponds where the storm water will be pretreated before ultimately discharging to the existing wetland that is located along the westerly side of the Andover Station North property. The existing storm water detention ponds will provide rate and sediment control for the commercial and residential areas identified on Drawing No.2 located in the Appendix. The storm water detention ponds will also treat runoff from any future streets or parking lots constructed in the future park so additional ponds in this area should not be necessary. The existing storm water detention ponds are designed to remove particles in accordance with National Pollution Discharge Elimination System Standards (NPDES). In accordance with MSA standards, the storm sewer system will be designed for a lO-year storm frequency. The system will be designed for handling storm water from both the proposed Jay Street Extension and also future flows from the developable areas within the Andover Station North property. The developable areas include the proposed commercial and residential components identified on Drawing No.2 located in the Appendix. The proposed storm sewer improvements are shown on Drawing Nos. 4 and 5, located in the Appendix. Street Lighting The proposed street lighting improvements consist of lighting units along both sides of the proposed Jay Street extension, The street lighting system will consist of "acorn" style lighting units and be consistent with City lighting standards. The lighting units will also illuminate the sidewalks and trails in the Andover Station North site that parallel the proposed roadways. The proposed street lighting improvements are shown on Drawing Nos. 11 and 12, located in the Appendix. n Supp em ental Feasibility Report City (f Andover A-ANDOV0302.00 Page 6 , L-i ,.., L.i n I LJ 4.0 ,., w 'l LJ 1 u ,.., , LJ ,., v ,., , v 5.0 '""1 u I' V .., u ,., , u '""1 , u ,., u ,..., .J ,., .J "1 , ..... ~, I U Landscaping Landscaping for the proposed Jay Street extension will be simplified as compared to the landscaping treatments and themes that have been established by the City on the existing Jay Street just south of the Andover Station North site. The landscaping areas will consist of landscaping two raised medians along the Jay Street extension and also within the rights-of-way where the Jay Street extension connects to the 139th Lane and Hanson Boulevard (CSAH 78) and Jay Street and Bunker Lake Boulevard (CSAH 116) intersections. The landscaped medians will be at the entrances to the Jay Street extension located at the intersections mentioned above. The landscaping will consist of deciduous shrubs and trees along with planting beds. Irrigation will be installed among all landscaping plants and trees. Colored concrete will also be installed to complement the landscape plantings. The proposed landscaping improvements are shown Drawing Nos. 9 and 10, located in the Appendix. Wetlands I Mitigation Preliminary investigation of the Andover Station North property identified four potential wetlands that are on or near the project limits. These wetlands were field-verified and delineated on October 2 and October 4, 2002. The four wetlands are located in the northwest comer of the property, directly north of Pov's, on the far north fence line of the former Anoka Auto Wrecking property, and directly north of the former Anoka Auto Wrecking property. The boundaries of these basins have been included on Drawing No.2. An additional wetland was identified along the north side of the former Anoka Auto Wrecking property east to near Hanson Boulevard. This wetland was determined to be non-jurisdictional as it was created from an upland area as part of the soils removal associated with the landfill capping of the WDE site located just north of the Andover Station North property. A field meeting was held on October 24, 2002 to discuss the wetlands with the Coon Creek Watershed District. The primary focus of this meeting was to discuss the wetlands on the former Anoka Auto Wrecking site, which have been heavily impacted and are considered to be difficult wetlands to delineate. Extensive deep marsh areas have been historically filled as part of the site activities; however, some of the site maintains some wetland characteristics. The result of the field meeting was an agreement on the jurisdictional boundary of the wetlands, and a guideline for permitting potential wetland impacts, It was determined that Sequencing Flexibility would be allowed for the salvage site wetlands, which can make wetland permitting a more streamlined task. It was also determined that the non- jurisdictional wetland north of the salvage site may be used for wetland mitigation if sufficient hydrology and buffer areas can be maintained. It is anticipated that the wetland located on the north end of the former Anoka Auto Wrecking site will be impacted by the development of Andover Station North. The impact to this wetland is estimated to be 0.4 acres. The n Supp emental Feasibility Report City ( f Andover A.ANDOV0302.00 Page 7 , L.J o J J I ,0 I , J J I o 6.0 o :J J o ,., J J CJ J o '1 w J wetland behind POV's may also have a very small impact for placement of a storm water outlet and is estimated to be under a tenth of an acre. These impacts will require mitigation at a ratio of 2: 1. Therefore, for every acre of existing wetland filled for the proposed construction, 2 acres of replacement wetland must be created. Mitigation will likely result from credits generated by maintaining and enhancing the existing wetland north and east of the salvage site, creation of storm water treatment basins, and possibly, creation of permanent upland buffer areas. Mitigation for the Andover Station North site has already been created on site as part of a mitigation project completed during the summer of 2004 as a joint mitigation project to also provide mitigation for the Andover Station site south of Bunker Lake Boulevard. The project was completed by RLK - Kuusisto for Ryan Companies and approved by the Coon Creek Watershed. The mitigation created is consistent with the recommendations and findings of this report and was approved by the Coon Creek Watershed District. Soils Subsurface investigation has been performed on the Andover Station North site. A zone of topsoil was encountered between the depths of 4.5 to 7 feet in Boring 11, and a zone of organic clay was encountered between the depths of 4 and 7 feet in Boring 10. Both of these borings are located on the former Anoka Auto Wrecking site and the zones represent soils that are not suitable for use as fill beneath the Jay Street extension or in any other areas where they will support structures or pavements. The remaining soils were primarily glacial outwash sands common in the area and consist generally of sand, sand with silt, and silty sand that are suitable for general grading. Groundwater was generally found from 3.9-feet to 12.7-feet deep. It is likely that perched groundwater will be encountered in the vicinity of Boring 10 overlying buried swamp deposits on the former Anoka Auto Wrecking site. It is anticipated that sand points or wells will be required for most utility and pond construction and will be required to maintain the groundwater table below the excavation depths of the deeper utilities and pond bottoms. Soil boring logs are included in the Appendix. Contaminated soils were encountered in the northeast comer of the former Anoka Auto Wrecking site. The zone of contaminated soil corresponds to the location of Borings 10, 11, and 12. Test pits were also dug on the former Anoka Auto Wrecking site with the aid of a City backhoe and operator while an SEH registered professional geologist logged test pit locations and noted evidence of contamination, Several soil samples were collected from the test pits and sent to a lab for analysis. The extent of contamination appears to be limited to petroleum contamination. The results of the lab tests and approximate extents of contaminated soils can be found in the Andover Station North Phase II Environmental Site Assessment (ESA) Technical Memorandum located in the Appendix. It is also assumed that the contaminated organic soils will be hauled off-site to an approved disposal site. The cost estimate included in this feasibility '1 u Sup" lemental Feasibility Report City of Andover A-ANDOV0302.00 Page 8 o o J G J J 8.0 Permits The following permits and approvals will be required for the proposed improvements: J 1. Minnesota Pollution Control Agency (MPCA) and the Metropolitan Council Environmental Services (MCES) for sanitary sewer extensions. 2. Minnesota Pollution Control Agency (MPCA) for site grading. 3. Minnesota Department of Health (MDOH) for water main extensions. 4. Coon Creek Watershed District (CCWD) for site grading and erosion control. 5. U.S. Army Corps of Engineers Section 404 for filling of wetlands. 6. Anoka County for improvements in County right-of-way on Bunker Lake Boulevard and Hanson Boulevard. 7. Environmental Assessment Worksheet (EA W) - Necessary due to the estimated amount of developed square footage in the Andover Station North site (Completed February, 2003). The MPCA may require additional permits beyond the ones listed above (due to the contaminated soils). The MPCA is currently reviewing the Phase II Environmental Site Assessment (ESA) for the Andover Station North property and will be providing guidance to the City to address the contaminated soil issues. o :J o :J 9.0 Estimated Project Costs The total estimated cost of the proposed improvements is $3,612,200. Proposed improvements for Phase I are estimated to be $2,556,700 and $1,055,600 for Phase II. These estimated costs include construction costs, contingencies, and indirect costs (engineering, administration, fiscal, and legal). They do not include estimated costs for right-of-way or easement acquisitions. J n u These costs are estimated based upon the preliminary design, and the final costs will be based upon the actual work completed by the contractor and the unit prices bid for the project. J J J J J J Sup~ lemental Feasibility Report City of Andover A.ANDOV0302.00 Page 10 '1 L.J u r, n 1..J ,.., LJ n u n I LJ n LJ n u ~ i U " L.J ,-, LJ " u n , u ,.., u n I LJ .., u ,.., I U n LJ Estimated Assessments & City Fees Assessable Assessable Street Property Cost I Acre Acres Cost Assessments Andover Station N. Commercial (AI - A4) $43,187.05 30.05 $1,168,843.30 -------- Andover Station N. Residential (A5) $43,187.05 17.45 $812,278.60 ---~-._- Andover Station N. Outlot (OL) $43,187.05 6.00 $279,293.50 -------- Povlitzki's (PI) $43,187.05 4.50 $209,470.12 -------- Povlitzki's Residential (P2) $43,187.05 8.00 $372,391.33 -------- Pov's Sports Complex (450' Front Footage) -------- -------- -------- $89,700,00 Great River Energy (GR) $43,187.05 2.40 $111,717.40 -------- A detailed assessment worksheet and assessment map (Exhibit A) is included in the Appendix. n Supp emental Feasibility Report City (f Andover A-ANDOV0302.00 Page 12 u '1 L.I r1 L.I n J ~ u ,.., u " , L.I 'l u 'l U n LJ n L.I '1 U n i L.I 'l I U n LJ n , LJ n LJ 'l I U n u n I LJ 11.0 Proposed Project Schedule The proposed project schedule includes preparing construction plans and specifications in the winter of 2004/2005, receiving project bids, beginning construction in the spring of 2005, and completing construction by late summer of 2005. The proposed schedule is as follows: City Council Orders Supplemental Feasibility Report......September 28,2004 City Council Receives Supplemental Feasibility Report......December 7,2004 City Council Holds Public Hearing, Approves Resolution Ordering Improvements, and Authorizes Plans & Specifications ...........................................January 4, 2005 City Council Approves Plans & Specifications and Orders Advertisement for Bid........................................February 15, 2005 Bid Opening.................................................................... March 16 or 23,2005 City Council Awards Bid ............................................... March 22 or 29,2005 Preconstruction MeetinglBegin Work...................................Early April, 2005 First Lift of Asphalt and All Underground Utilities Completed on Phase 1 of Jay Street ................. Late Summer/Early Fall, 2005 Contractor Completes Construction of Phases I & II (Note: Phase II may be constructed at a later date) ................ November, 2005 Suppl ,mental Feasibility Report City 0: Andover A-ANDOV0302.00 Page 13 ,..., ..J ,.., u n .J .., u Appendix ..J Cost Estimate Estimated Assessments Drawings Coon Creek Trunk Sewer Flow Diversion Memo Phase II Environmental Site Assessment (ESA) Memo Geotechnical Recommendations and Soil Borings ..., i W n ,..., .J ,..., u ,..., , w '1 u '"l L..I ,..., ~ ,..., i u ,.., u ,.., I W ,.., u ,..., I W ,.., u ,.., I W " " , .'J ~ u c, o ~ '" 0":'5 7.8 is 7. ~ ~ ~ ;: v: E < u u 2' ~ C 0 a.. ~ ~I ~.;:O~ ~ 0' ~ ~ E a.. '" ~ ~ ~ 38 - "' I ~ '" " ~ '" ~ ~ 1) :: u u . ~'" o '" c, OJ 1.~ ~8 ~ z 0 _u ~I ~ G:t.J ,0' . 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B ~ d ~ " .I"K w ~ g8 ,,~ O~ ~ + E-3 ~~ ~::;i ~ ~s vi"; - ~ ~ 88 :;~ 1;;:;: 88 ~o ...-;..; ;:;::::; ~~ ~~ ~'" ~~ ~ ~~ "'-;0: ~;; U ";6 ~ N ~ ~ .~ ;; n EG ....",-, ~ d 2 ~ o ~ u 0 ]~ g ~ "~ -g w- -;;~ '5 g ... + :;; .., >l ~ :;; ~ ~ ~ ~ ;; ;; = = ~ ;;f ~ ~ o = ~ '" ~ ;; :;; . :;j ~ ~ ..; ~ ;! ~ ,. N '" 0; ,.; ~ o U " . f ~ ] .1 .:i .. o >- c J [ N I " o ro o U N o M o N o o ro " ] LJ '1 u ,.., Estimated Assessments tor Jav Street Project Name: And Jver Station North U Supplemental Fez::blllty Report Date: November 30, 2004 L..J ,.., Assessable A.reas Andover Slatl .n North (Residential Component) . 17.45 ilCres (AS) Andover Statl." North (Commerelal Componenl).30.05 acres (A1.A4) ,.., L..J ,..., , U ,., LJ ,.., , L..J ,., J ,., , LJ 1 u ,.., L-I ,., LJ ,., I L-I PovtltzkIProp,rty(ResldentlalComponent) Povlttzkl Prop lrty (Commercial Component) Andover Stiltl '" North (Outlot Component) Great River Er ergy (Commercial Component) Total Assess. Jle Area .S.OOacres (1'2) .4.50iICres (1'1) .S.OO..eres (OLl ..2,40acres (GRI City Project No. 02-33 Non-Assessable Costs (City) Trunk Sanitary Sewer Trunk Water tv'iain Dewatering Subtotal Mobilizalion(4%) $56,433.00 $ 25,063.50 $ 5000000 $ 131.496.50 $ 5.25986 $136,756.36 $ 41,026.91 $177.783.27 .68.40aeres Assessable Costs CDevelooer\ Estimated Construction Cost (Jay Street): Site Grading and Restoration Lateral Sani' lry Sewer Lateral WatE ~ Main Storm Sewe . Streets' Landsc3pillf Lighting' Subtotal Mobilization :~4%) $972,142.50 $121,419.15 $128,929,50 $309,713,10 $460,557.74 $60,120.00 $132,02500 $2,184,90699 $87,39628 Non-Assessable Construction Costs Indirect Costs (30% 01 Construction) Total Non-Assessable Costs (City) . Assessable -;onstruclion Costs $2,272,303.27 Non-Assessable Costs (EDA) Remove Fence Remove Tires Remove Surlace Debris Abandon Well Special Excavation. Haul Contaminated Soil to Landfill Subtotal Mobilization (4%) $4,72500 $15,750,00 $36,750,00 $2,625.00 $78,750,00 $138,600,00 $5544,00 Indirect Cos s (30% a! Construction) $ 681,690,98 Non-Assessable Construction Costs $144,144,00 Total Asses: able Costs (Developer): $2.953 994.25 Indired Costs (30% of Construdion) $43,243,20 (A) Assessablf Construction Costs I acre (68.40 asse isable acres) $43,187.05 Total Non-Assessable Costs (EDA) $187.387.20 .DOES NDTINCLUD. THE ASSESSo\BLE COSTS FOR 450. OF JAY STREET ALDNa POVUTZKI FRONH 3E SHOWN ON FDU.OWlNO WORIU>HEET Commercial Component (25.11 acres commercial X A) ,., J Andover Statio 1 North Assessments (Component Area. Assessable Construction Costs/Acre) Residertial Component (17.45 acres residential x A) Assessable ::onstruction Costs $75361403 ,.., .J Assessable Construction Costs $1084426,84 n Povlitzki Prope 1y Assessments (Component Area. Assessable Construction Costs/Acre) Reside ltial Component (8.00 acres residential x A) Commercial Component (4.50 acres commercial x A) Assessable Construction Costs $19434173 LJ Assessable Construction Costs $345496.40 ,.., Andover Statio 1 North Assessments (Component Area' Assessable Construction Costs/Acre) Outlot Component (6.00 acres x A) AssessablE Construction Costs 525912230 L-I ,., , U Great River En ~rgy (Component Area. Assessable Construction CostsiAcre) C,'mmerciat Component (2.40 acres x A) AssessablE Conslru::\ion Costs $1CJ364892 'l U ~'''~~ 1 ,,,..,, ,,,...1.,,,. ~r.l <,;",,"""I~~ ,.,,,,,,,,,,,,,,,lIs Sl""IEII"~'H",,,I,,,b,,n '1 LJ City Sewer and V'aler Fees: Povlitzki Property (Anticipated 2005 Rates) Re:;idential Fees (8.00 acres residential) Sewer Area C large ($1354/acre) Sewer Connection Fee ($365/unit, 44 units) 'l u n u n I U ,..., I U n u ,..., , U ,..., U ,..., I , L.I Estimated City Sewer and Water Costs Project NMI1e: Andc yet' Station Norln Supplemental Feos: ::.lIity Report Dl'lte: November 30. 2004 City Project No. 02-33 City Sewer and V "aler Fees: Andover Station North (Anticipated 2005 Rates) Res:dentia! Fees (17.45 acres residential) Sewer Area C large ($1354/acre) Sewer Connel lion Fee ($365/unit, 110 units) NOTE: FINAL SEWER & WATER FEES WILL BE COLLECTED WHEN DEVELOPMENT OF THE ANDOVER STATION NORTH RESIDENTIAL AREA TAKES PLACE. $23,627.30 $40,150.00 Water Area CI.arge ($2294/acre) Water Resider,lial REC ($2503/unit, 110 units) $40,030.30 $275,330.00 Total City Fe. '5 $379,137.60 $10,832.00 $16,060.00 NOTE: AREA & UNITS FOR POVUTZKI RESIDENTIAL SEWER & WATER FEES ARE ESTIMATED. FEES WILL BE COLLECTED WHEN FUTURE DEVELOPMENT TAKES PLACE AT WHICH TIME FINAL FEE COSTS WILL BE CALCULATED USING A DEVELOPMENT PLAN. Waler Area C: large ($2294/acre) Waler, Reside: Ilial REC ($2503/unit, 44 units) $18,352.00 $110,132.00 Total City Fe' ~ $155,376.00 r, Estimated Street Assessments U Street AssessmE nt: Povlitzkl Property (Based upon 450' Frontage & 42' Wide Streel) ,..., , u .., u ,..., i L.J .., , U ,..., , L.J ,., u n L.J '1 u ,..., U Slreet Costs ( 3unker Lake Blvd to North End of Ballfield) Storm Sewer' :;osts (Bunker Lake Blvd to North End of Ballfield) Ugh ling Costl- (Bunker Lake Blvd to Norlh End of Ballfield) $47,725.00 $24,000.00 $17,975.00 Total Street I,ssessment $89,700.00 U:,,,~.,,..,....I ",,1. .,""'t,,~,,', ~ """"",,,..~nk2 I'd!p" -"10,,,' l u,,'~ 11,.,,,~.,k,,,,,, o o C? ~~o \ i \ I I: I I ~ I .,~i N ,! "t oq:: j'l / I I I i .;". , \\ 'i \ \ ~ ' \ I'" \ \ \:\ \ : " \: I i' ! 1\ 1" ~2 ",) ! , /./ ,'/ ' cs f- 0<1 -! 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I ~ -l I I I I I + ~ C') I I-- a Z C') 0: a I ~ C\I 0 I I- a Z I W 0 Z W Z 0 I a: I-- I l- I-- <( Cf) () I-- I W (j) >- .. + a I <( 0 0: a 0: W ~ ..., c.. > I I >- 0 0 I I-- Z I U <( I I 1<611>+10'<::"" 0 CD I I f- a W ~ a ~ W t "- ~~o Z \ w --1 \ <{ OU I C')VJ 0:- <( I-- I W 0 0 > (j) I CD 0 W 0 Z Z Z <( ~ Dei 00 o NOO l~~ Oz- ~w~ vu~ -::'VlZ g~~ ~J w>~ z~<L On, I~r- <Ln~ ~~ 3^08\f 33S ] CJ [,1 Ll [.) c-J LJ r-l E-l [] '3SVll-N~ooN1'\NY1odld30NOO\OOw(O\1l3lo.00N"'\J"'\'l( 'lVIlZorNv\Zd3\OOlOCO\lllllQONV\3'f'\'~ :S_l3l>X SS"'MI'I 'b'3Sn wd OFtl 'JI'1Li to-!Ol-H ':liVO _O-Z11zonlV\'NllH!)l1\J.tIOdJll\OOW~O\!O'IOONV\JV\'X ( ) [ ] ~ rl L ] l J n I U 1 LJ ,.., .J n u .., I U ,.., \..J n cJ n u n ....J n u '1 ....J n LI n i U ., u .., U " w n I U n U n \..J ~~~~LJ - .,;;11;.1' MEMORANDUM 3535 Vadnas Center Drive, SL Paul, MN 55110.5196 651.490,2000 800.325.2055 651.490.2150 FAX TO: Chad Setterholm FROM: Bob Stark DATE: January 24, 2003 RE: Coon Creek Trunk Sewer Flow Diversion This will summarize our evaluation of the feasibility of diverting flow from the Coon Creek Trur k Sewer. The diversion is intended to reduce the peak flows anticipated through the Coon Cre( k Trunk and the downstream Crosstown trunk to rates that are within the design capacity of thes'~ conveyance facilities. The information used in the evaluation was obtained from Chapter 9 of the December 1999 draft of the City of Andover's Comprehensive plan. The Coon Creek Trunk Sewer is a 24-inch line laid at an average grade of 0.08%, The rated peal: flow capacity of this line is 4.52 MGD. The estimated peak flow from the area tributary to Coon Creek trunk is 4.72 MGD, or approximately 200,000 gallons per day (0.31 cfs) above its design capacity. The Coon Creek Trunk is tributary to the Bunker Lake Boulevard trunk through the Crosstown trunk. Future development along the Crosstown trunk will result in peak flows that exceed it's design capacity by approximately 1.99 MGD. This includes the excess 200,000 gall Jns per day from the Coon Creek Trunk. Diverting 1.99 MGD from the Coon Creek Trunk wOlld alleviate the over-capacity concerns on both lines. The diversion under consideration would occur near where the Coon Creek Trunk crosses Harson Boulevard. The diverted flow would be routed through a lift station and a forcemain ext( nding to a proposed gravity sewer that will connect to the Bunker Lake Trunk. The available cap Icity in each of the three segments of the Bunker Lake trunk sewer were computed using Ma:ming's equation and an assumed roughness coefficient of 0.011. These results are summarized on the table below, Peak flow wlo A vail.capacity Capacity bypass for bypass Se~ ment Size/slone (ml!.d) (m2d) (m2d) 1 15"RCP @ 0.24% 2.36 0.16 2.20 2 15" RCP @ 1.01% 4.84 0.52 4.32 3 18" RCP @ 0.12% 2.71 0.81 1.90 Se!ment 3 does not have capacity for the entire diversion, but could handle 1.90 MGD (95% of the intended 1.99 bypass). Segments 1 and 2 have available capacity for the entire 1.99 MGD bypass, Short Elliott Hendrickson Inc. Your TruSled Resource Equal Opportunity Employer n I L.J Chad Setterholm Janucry 13, 2003 Page 2 'l LJ '1 I LJ Flow diversion could occur in a number of ways. The easiest would be to construct a structure arour.d the Coon Creek interceptor and divert the desired flows to a lift station. The actual diver;ion could be through manually adjustable or fixed side discharge weirs, or using an electrically operated sluice gate. The anticipated peak flows in the Coon Creek trunk after the diver;ion would be approximately 2.5 MOD, which corresponds to the sewer flowing at 60% of maxi:num depth (14.5 inches). A side discharge weir would be set to bypass any flow over that 14.5". An operated gate could be designed to allow the wet well of the lift station to vary directly with the depth in the sewer, and the amount of the bypass would be controlled by the pumr ing rate of the pumps. Weirs represent the most fail-safe approach but have less flexibility, while an operated gate may be somewhat less reliable, but would provide greater flexibility, The ,'iverted flow would be directed to a lift station designed to handle a wide variation in flow rates. Multiple pumps of differing sizes or pumps equipped with variable frequency drives (VFL's) could be used to achieve the flow variation. Either submersible or wet wet/dry well pumr s could be used. Multiple pumps of differing sizes would represent the more reliable apprc ach, however a VFD would provide a wider range of flows. n u n I LJ 'l Ll ,., I LA n J ,., ...J n u 'l .J '"1 LJ n i LJ n .J ,., I ...J '1 Ll ,., w n J ,., i w ,.., I U ~""~8tJ A!!J:!i .". ~l;;:s:1f~-';; TECHNICAL MEMORANDUM ,.., J 3535 Vadna;e Cenler Drive, SI. Paul, MN 55110.5196 651.490.2000 800.325.2055 651.490.2150 FAX r; , W ,.., I U TO: John Erar, City Administrator Andover, Minnesota ,.., , FROM: Allen Sunderman u DATE: December 11, 2002 ,.., J RE: TECHNICAL MEMORANDUM Andover Station North Phase II Environmental Site Assessment SEH No. A-ANDOV0302.00 ...., L.J ,.., SEH conducted a Phase II Environmental Site Assessment (ESA) of the soils located at the forme: Anoka Auto Wrecking auto salvage property of the Andover Station North site (Site). The Site is approximately 18 acres and is located on Bunker Lake Boulevard in Andover, Minmsota in the northeast \4 of Section 34 in Township 32 North, Range 24 West. The purpose of the Phase 11 ESA is to determine if contamination exists within the soils at the Site and to what extent. L.J ,.., , w ., u Field Jnvesti~ation The City of Andover provided a backhoe and operator to assist in the excavation of 26 test pits at the Si~e. Thc test pits were excavated on October 15th and 24th, 2002. An SEH registered profes iional geologist determined the location and depth of each test pit. Test pit locations are presented in the attached Figure 1. Each test pit was logged and evidence of contamination noted. n , u ,..., u "l w Sever: I soil samples were collected at various depths from the sidewalls and bottom of the test pits. ~:elect soil samples were sent to Pace Labs, Inc. for analysis. All samples sent to Pace were analyzed for Diesel Range Organics (DRO), Gasoline Range Organics (GRO), Benzene, Ethyltenzene, Toluene, Xylene, Antimony, Cadmium, Chromium, Lead, and Nickel. One sample was analyzed for Polychlorinated Biphenyl's (PCB), and one sample was analyzed for Polynuclear Aromatic Hydrocarbons (PAH). ,.., u "l L.J SEH field personnel performed jar heads pace analysis on select samples. Headspace readings were measured with a Foxboro TV A@ photoionization / flame ionization detector (PID/FID). The ja' headspace results do not correlate with the laboratory analysis. This could be due to cold weather, moisture and/or methane present in the organic soils found at several test pit locations. Jar he: dspace results are summarized in the attached Table 2, ., LJ ,.., u Durinf the excavation of Test Pits 2, 25 and 27, buried automobile tires were found. The number of tires buried is unknown, however the approximate area of tire disposal is presented on ., Figure 1. I U ,.., Short Elliott HendricksonJnc. YourTrusledResource Equal Opportunity Employer w n , u 1 u '1 L.J n I U 'l u ,.., i u n L.J ,., u n , u ,.., J n , w " u '1 u ,.., , u n u ,.., .j n u ,.., u ,., u John Erar Decenber 11, 2002 Page 2 As part of a geotechnical subsurface investigation for this project, 21 subsurface borings were drilled by American Engineering Testing (AET), A copy of the AET report of Subsurface Borin:;s dated November 6, 2002 is attached for geologic and stratigraphic reference only. Nine of the 21 geotechnical borings were performed in the area of the former auto salvage property (Site). Resu]l~ The f eld investigation indicated that the northeast portion of the Site has been impacted by petrol~um contamination. The laboratory analysis indicated that the primary contaminant of conce:n is diesel range organics (DRO). The DRO results range from below laboratory detection limits at several test pits to 1,200 mglkg at Test Pit 21. Benzene, Ethylbenzene, Toluene, and Xylene (BETX) compounds were detected in test pits 1,7, 8, 11, 12, 18, 22, and 27 at levels below the Minnesota Pollution Control Agency (MPCA) Human Health-Based Soil Reference Values (SRV), The inorganic compounds (Antimony, Cadmium, Chromium, Lead, and Nickel), were detected at levels within what is typically considered "common range" for natural soils by the U.S. EPA (U.S. Environmental Protection Agency, 1983, Office of Solid Waste and Emergency Response, Hazadous Waste Land Treatment publication SW-874, April 1983, p. 273, Table 6.46). The excepion to this is Test Pit 1 which had Cadmium concentration of 0,754 mg/kg and the U.S, EPA 'common range" for Cadmium is 0.01- 0,7 mg/kg. A sample collected from Test Pit 27 was analyzed for PAH compounds. No PAH compounds were detected, PCB analysis conducted on a sample collected from Test Pit 18 resulted in no deteclons. Analytical results are presented in Table 1. Copies of the laboratory reports are also attach ~d. Soil contamination typically extended from the ground surface to the water table. The water table appears to be at approximately 7 feet below ground surface (bgs), however saturated soils were present above areas of high organic content. These higher water table levels are likely due to perched water conditions. Figure 1 presents the approximate horizontal extent of soil contamination at the site. Organic soils were found at the Site in areas of soil contamination, The organic soil is not distrituted evenly across the site but is generally 3 to 4 feet thick in some areas. Figure 1 demonstrates the approximate location of significant organic material. The organic material may impact future response action plans submitted to the MPCA since organic soil is not suitable for most (onstruction projects. Recommendations SEH recommends that the City of Andover work through the MPCA Voluntary Petroleum Invest'gation Cleanup (VPIC) Program. The VPIC program will allow the City to develop a ,..., u .., , J '\ , u 'l u ,..., , u ,..., J ,..., u ,..., J ,..., u ,..., , u ,..., , LA ,.., d n u ..., .J ,..., , w .., J ,..., LJ ,..., J ,..., L.J John Erar DeceIJ.ber 11, 2002 Page :l development response action plan for the petroleum-impacted property. In addition, working with the MPCA may make it easier for future potential developers to obtain a form of liability assun,nce from the MPCA. The MPCA may want to work through the Voluntary Investigation Cleanup (VIC) program due to the source of contamination We rxommend submitting this information and a copy of the Phase I Environmental Site Asse,sment with the MPCA VPIC application. Once the application has been submitted, a meeting should be set up with the MPCA VPIC staff, City staff and SEH to discuss the Site conditions and determine what the MPCA's primary concerns are regarding the Site. Once we have 1 better understanding of the MPCA's expectations, SEH will develop a scope and proposal for preparing and implementing a development RAP. Attac'1ments c: Dave Berkowitz, P,E., Andover Chad Setterholm, P.E., SEH T ,)dd Blank, P.E., SEH \1sp1i1es3\~ tstc\andovernvised phase ii JlElmraudumdoc " , "'. -.," ..~,..._,...- '.""'''',''~~''--,.'. ". 0: \CU(NTS\AJ\ANOOV\OJOI-ANOYR STAlIOH\REl"DII1\SOIUI\4NJC lPH2.owa Il",m 12_0)_01 1lt.lE: 11:40... USEltl cstT1DlH0Ul XI'!EF"S: O:\CIJ(N~\AJ\ANOOV\O)Ol-NlO'o\ll: STAl10N El'1 ANJ02f~I, ~ z~/r/z~' AH::I3dO~d Sl~Vd . Hl~ON NOI1V1S ~3^OaNV V10S3NNI~ .310'0 OlnV '1>JONV ~3~~0.:P3Hl . . .. . I ~~~^~~~O' 1 V S(\;Oll VOOl lId lS31 ~~-cm ON l03rO~d A1IO '~3^OaNV OUIO; Nt'( '1nvd 'is , 'lIO lI31N3:] SIVNOV^ !;C!;C OOOt-OSy- (~;9) :3NOHd @U3S~ OM oN OtJlf^3ln08 3>Nl tJ3>fNn8 ~. " . ~ "" . B:l <.i ..P .~ fr ~ N .1;*.>-1* ,ft*~~,JI. I ~ ~ · 4 i;). .*1' 1*i/f; ~* .1*....*."'1'...1*1*.~ 1*.*.1* ."".if' 1*.1&11'.'" .P .1" P fJ .$J .. .1" l. 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(]) E .< '" 0 0 0 0 '0 0 0 0 ,0 0 0 t- O 0 "C 'OJ t- 2 2 2 2 Z Z Z Z Z Z Z N Z Z .. E ci ci 0 ,., , s:: '" ~ ,~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -'" Z Z Z Z Z Z Z Z 2 Z Z Z Z Z z "E E <( I ., s:: <D 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 ., ~ ;;. ci 2 Z 2 2 2 2 2 2 2 2 2 Z Z 2 :< ., s:: '" '" (]) ~ t- <D ..... '" ., " 0 0 0 0 t- OJ 0 <0 '" <0 <D ,0 0 <D C, ~ ~ ::J ci 2 2 .2 2. 0 0 Z 0 0 0 0 2 2 0 "0 E 0 0 0 0 ci 0 I- ., s:: ., N '" s:: '" ., l!: t- O 0 .0 0 0 0 0 0 0 0 0 0 0 0 ..a '" 0 Z Z' Z. Z .Z Z Z 2 Z Z Z Z 2 2 .!!E 0 , ,., .r: - , W ., s:: '" (]) ., '" ..... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N C, 0 Z Z 2 Z Z Z Z Z Z Z 2 2 '2 2 s:: ci ., E m , O.e' 0 0 0 ,0 0 0 0 0 0 0 0 0 0 0 0 a:- el'" Z Z Z 2. Z Z Z Z Z Z Z Z Z Z 2 E , 0 '" 0 '" 0 0 0 0 0 Q Cl .0 0 .0 0 0 a: - '" (]) <0 (]) 0 0 Ol N <D 2 Z Z Z Z Z ~ Z ... N. 2 2 2 E ~. d "l "l '''l "l "l "l "l z ~ "l "l '" N N '" (]) ~ , ~ ~ , tb ,:. ., , ~ ~ ~ ~ ~ ~ . d, , N ro , N ~ c:.. , ~I - JJ ,:. , a. d.. '" OJ , ~ ";- ~ . N N N d.. d.. a.. cL , , a. ~ ;!: N , d.. d.. E a. a. , a. d.. a. l- I- a. .. l- I-' 1-. I- .1- l- I- l- I- l- I- l- I- '" N Q ... ~ ~ ." s:: .. '" 5l i3 .~ :;::; - .. .. g ~ u --.. b~=CS c ~ 0 00" ZZ.2 ft, u 0- 00 c( ~ ,2 Z (j) ., , u , u Sample Number PID . AD TP-9-2 31 259 TP-9-9 35 1471 TP-l0-2.5 300 3104 . TP-10-7 73 2760 TP-11-7 12 599 TP-12-1 48 220 TP-12-5 9 560 TP-13-2 8 4115. TP-13-4 27 1986 TP-18-1.5' 53 59 . TP-21-1,5' 80 55 TP-22-2' 35 6 TP-26-2' .53 33 . TP-27-3' 400 2700 . Table 2 Former Anoka Auto Parts Headspace Results . '1 , u ,.., u ., u '1 L.J ., , , u ., I .J ., , u ., ., u 'l L.J ., u ., .J ., .J ., ; L.J ., I U ., L.J ,., u ., , L.J )~ Pace AnalytIcal SefYlces, lae. 1700 Elm Street Suite 200 Minneapolis. MN 55414 Phone: 612.607,1700 Fax: 612.607.6444 ace Analytical". www.pacelabs,cam r-, u October 31, 2002 J r-, Mr. Crai, K W Soort, El . 3535 ~<tt Ct. Dr. J /..St'!.dl1lr. HN 55110 n .~ . ffJ RE: Lab Project Number: ~ Cl'ent Project ID: 1064040 Andover ,..., I U Dear Mr. Kurtz: ,..., J Enclosed are the analytical results for sample(s) received by the laboratory on October 16, 20D2. Results reported herein conform to the most current NELAC standards. where applicable, unless otherwise narrated in the body of the report. If you t3ve any questions concerning this report please feel free to contact me. 'l J Sincerely, n w ,..., LJ &~r Carol D, vy Carol.D,.vy@pacelabs.com Project Manager ,.., L.J State 0: Minnesota laboratory 027-053-137 ,., Enc 1 osu 'es L.i ,., L.J ,., U REVISED REPORT ,.., W ,., I U REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services. Inc. ,..., ~.""..... ~ ..... . . . . :: ~ . . LJ n lab Project Number: 1064040 Client Project 10: Andover Pace Analytical ServlcBs, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 LJ u ace Analytical" www.pacelabs.com Solid results are reported on a d lab Sample No: 103946737 Client Sample 10: Tp.l.l Parameters Metals um ~,., romium ""'" L d .m:t~ ea l'" Nic~e 1 Date Oi gested GC Semi volatiles WI DRO in Soil Diesel Range Organics Date Extracted GC Volatiles WI GRO and PVOC, soil Benzene Ethyl benzene Toluene Xylene (Total) Gasoline Range Organics a,a,a.Trifluorotoluene (5) Date: 10/31/02 M n u Project Sample Number: 1064040.001 Matrix: Soil Date Collected: 10/15/02 08:15 n Date Received: 10/16/02 10:05 LJ Results Units Report Limit Anal vzed Bv CAS No. ~ ReqiJnt Method: 7.6 n '.J n LJ n LJ n LJ n U n LJ n U n " n u n oJ ., oJ ., .J Page: 1 of 19 ., -l ., ..J ., .J % 10/23/02 HHJ Prep/Method: NO 0.754 13.5 110, 19.6 10/28/02 EPA 3050 / EPA 6010 mg/~g 2.50 mg/~g 0.250 mg/~g 2.50 mg/kg 1.50 mg/~g 5.01 10/29/02 15:50 BOA 10/29/02 15:50 BOA 10/29/02 15:50 BOA 10/29/02 15:50 BOA 10/29/02 15:50 BOA 10/28/02 7440.36.0 7440.43.9 7440.47-3 7439.92.1 7440.02.0 Prep/Method: TPH ORO WI extraction / TPH ORO Wisconsin 250 mg/~g 10. 10/24/02 00:15 JMZ 10/21/02 10/21/02 Prep/Method: TPH GRO/PVOC WI ext. / TPH GRO/PVOC WI 0.079 mg/kg 0.054 10/21/02 19:03 HJO 71.43.2 0,075 mg/kg 0.054 10/21/02 19:03 HJO 100.41.4 0.15 mg/kg 0.054 10/21/02 19:03 HJO 108-88-3 0.16 mg/kg 0.16 10/21/02 19:03 MJO 1330-20.7 NO mg/kg 5.4 10/21/02 19:03 MJO 120 % 10/21/02 19:03 MJO 98.08.8 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. \, lt~o. ~,.... ~. .... . . ; 'j, ,., .~ aCI~ Ana/yticat' www.pace/abs.com I L.J L.b S.mple No: 103946752 Client S.mple I)~ TP-2-1.5 "'1 u . Parameters Metals .., LJ Percent Moisture Percent Hoistur . .., GC Sernivolatiles WI ORO in Soil Diesel Range Organics O.te Extr.ct,d u .., .J GC Volatiles WI GRO .nd PYCC, soil Benzene Ethylbenzene Toluene Xylene (Tot.l) Gasoline Ranfle Organics ...,..Triflucwotoluene (S) ., .J .., I u "'1 L.J .., L.J .., I U ,., I u .., I U Date: lO/31/J2 .., U .., J .., I U L.b Project Number: 1064040 Client Project 10: Andover Project S.mple Number: 1064040-002 M.tri x: Soi I Results Units Report Limit Method: 5.4 % Prep/Method: NO NO 7.50 3.81 NO 10/28/02 EPA 3050 / EPA 6010 mg/kg 2.64 mg/kg 0.264 mg/kg 2.64 mg/kg 1.59 mg/kg 5.29 Pace Analytical SefYlces. Inc. 1700 Elm Street Suite 200 Minneapolis. MN 55414. Phone: 612.607.1700 Fax: 612.607,6444 O.te Collected: 10/15/02 08:30 O.te Received: 10/16/02 10:05 An.l yzed B y CAS No. ~ ReQlJ1t 10/23/02 10/29/02 15:55 BOA 10/29/02 15:55 BOA 10/29/02 15:55 80A 10/29/02 15:55 BOA 10/29/02 15:55 BOA 10/28/02 Prep/Method: TPH ORO WI extr.ction / TPH ORO Wisconsin 69. mg/kg 8.9 10/24/02 00:52 JMl. 10/21/02 10/21/02 HMJ 7440-36-0 7440.43-9 7440-47-3 7439.92-1 7440.02.0 Prep/Method: TPH GRO/PYOC WI ext. 1 TPH GRO/PYOC WI NO mg/kg 0.053 10/19/02 12:47 MJO 71-43.2 NO mg/kg 0.053 10/19/02 12:47 MJO 100.41-4 NO mg/kg 0.053 10/19/02 12:47 MJO 108.88-3 NO mg/kg 0.16 10/19/02 12:47 MJO 1330.20.7 NO mg/kg 5,3 10/19/02 12:47 MJO 116 % 10/19/02 12:47 MJO 98-08-8 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. .. Uto" ~., .', $ .... i ~ Page: 2 of 19 ace Analytical" www.pacelabs,CQm Lab Sample No: 103946778 Client Sample 10: TP-3-1.5 Parameters Metals GC Semivolatiles WI ORO in Soil Diesel Range Organics Date Extracted GC Volatiles WI GRO and PVOC, soil Benzene Ethyl benzene Toluene Xylene <Total) Gasoline Range Organics a.a,a.Trif1uoroto1uene (5) Date: 10/31/02 Results Method: 5.0 Prep/Method: NO NO 6,24 2.38 NO 10/28/02 Prep/Method: NO 10/21/02 Prep/Method: NO NO NO NO NO 113 ,.., Pac. Analytical Services, Inc. W 1700 Elm Street, Suite 200 Minneapolis, MN 55414 n Phone: 612.607.1700 Fax: 612.607.6444 u Lab Project Number: 1064040 Client Project 10: Andover ,.., Date Collected: 10/15/02 09:00 U Date Received: 10/16/02 10:05 Project Sample Number: 1064040.003 Matrix: Soil Units Report Limit t EPA 3050 / EPA 6010 . mg/kg 2.51 mg/kg 0.251 mg/kg 2.51 mg/kg 1.50 mg/kg 5.01 Ana 1 vzed 10/23/02 10/29/02 16:00 BOA 10/29/02 16:00 BOA 10/29/02 16:00 BOA 10/29/02 16:00 BOA 10/29/02 16:00 BOA 10/28/02 TPH ORO WI extraction / TPH ORO Wisconsin mg/kg 14. 10/23/02 1B:3B JHZ 10/21/02 TPH GRO/PVOC Wlext, / TPH GRO/PVOC WI mg/kg 0,053 10/19/02 11:4B HJO mg/kg 0.053 10/19/02 11:48 HJO mg/kg 0.053 10/19/02 11:48 HJO mg/kg 0,16 10/19/02 11:48 HJO mg/kg 5,3 10/19/02 11:4B HJO t 10/19/02 11:48 HJO REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc, ~.,...,.... ~~ +.... . . !; ~ .., Bv CAS No. !l!!ll.. RegLmt u ,..., HMJ Ll ,..., 7440-36-0 7440-43-9 7440.47-3 7439-92-1 7440-02-0 Ll ,..., u .., u .., Ll n 71-43-2 100-41-4 108-88-3 1330-20-7 u n u 9B-08-8 ,..., u ,..., u n u ,..., u .., u Page: 3 of 19 ,..., u n u ,..., u ~~ aCO Analytical" www.pacela/J$,eom J lab Sample No: 103946786 Client Sample 1): TP-4.1.5 ,.., J Parameters Metals ,.., , u Metals. Tr 1 Anti man -- U Ca ,Ai rm;um n ,..~read fJ? Ni eke 1 L... Oate Oi gestet! ,.., GC Semivola'~iles J WI ORO in Soil Diesel Range Organics " Date Extractl~ .J GC Volatile; WI GRO and PV JC, soil Benzene Ethyl benzene Toluene Xylene (Total) Gasoline Ran]e Organics a,a.a-TrifluJrotoluene (5) ,., .J ,.., U ,.., u ,.., ..... .., .J ,.., .J ,.., .J Date: 10/31/02 ,.., ..... ,.., J ,.., ..... Results Method: 5.2 Prep/Method: NO NO 6.58 2.92 5.38 10/28/02 Pace Analytical Semen. Inc. 1700 Elm Street. Suite 200 MInneapolis, MN 55414 Phone: 612.607,1700 Fax: 612.607,6444 lab Project Number: 1064040 Client Project 10: Andover Project Sample Number: 1064040-004 Matrix: Soil Units Reoort limit % EPA 3050 / EPA 6010 mg/kg 2.49 mg/kg 0.249 m9/kg 2.49 .g/kg 1.49 mg/kg 4.98 Analyzed 10/23/02 10/29/02 16:05 80A 10/29/02 16:05 80A 10/29/02 16:05 80A 10/29/02 16:05 80A 10/29/02 16:05 80A 10/28/02 Prep/Method: TPH ORO WI extraction / TPH ORO Wisconsin NO mg/kg 9.4 10/23/02 19:15 JMZ 10/21/02 10/21/02 Prep/Method: NO NO NO NO NO 112 TPH GRO/PVOC WI ext. / TPH GRO/PVOC WI mg/kg 0.053 10/19/02 13: 16 MJO mg/kg 0.053 10/19/02 13: 16 MJO mg/kg 0.053 10/19/02 13:16 MJO mg/kg 0.16 10/19/02 13: 16 MJO mg/kg 5.3 10/19/02 13:16 MJO % 10/19/02 13: 16 MJO REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. ,.lCto" ~" '" .$ .... ff ~ Oate Collected: 10/15/02 09:15 Oate Received: 10/16/02 10:05 8v CAS No. ~ Reqlmt HMJ 7440.36-0 7440-43-9 7440-47.3 7439-92-1 7440-02-0 71-43.2 100.41-4 108.88-3 1330-20.7 98-08-8 Page: .. of 19 ace Ana/yticat www.pacelabs.cDm Lab Sample No: 103946794 Client Sample 10: Tp.5'1.5 Parameters Metals Percent Hoisture Percent Hoistur ium .rF1:ead (If' Nickel . Oate Oigested GC Semivolatiles WI ORO in Soil Diesel Range Organics Oate Extracted GC Volatiles WI GRO and PVOC, soi 1 Benzene Ethyl benzene Toluene Xylene (Total) Gasoline Range Organics a.a,a-Trifluorotoluene (5) Date: 10/31/02 Lab Project Number: 1064040 Client Project 10: Andover Project Sample Number: 1064040.005 Hatrix: Soil Results Units Report Limit Analvzed Bv Hethod: 15.9 l 10/23/02 HHJ Prep/Hethod: NO NO 5.07 2.33 NO 10/2B/02 EPA 3050 1 EPA 6010 .g/kg 2.6B mg/kg 0.26B .g/kg 2.6B .g/kg 1.61 mg/kg 5.36 10/29/02 16:10 BOA 10/29/02 16:10 BOA 10/29/02 16:10 BOA 10/29/02 16:10 BOA 10/29/02 16:10 BOA 10/2B/02 Prep/Hethod: TPH ORO WI extraction 1 TPH ORO Wisconsin NO mg/kg 10. 10/23/02 19:53 JHZ 10/21/02 10/21/02 Prep/Hethod: TPH GRO/PVOC WI NO mg/kg NO .g/kg NO mg/kg NO mg/kg NO mg/kg 99 l ext. I TPH GRO/PVOC WI 0.059 10/19/02 10:20 HJO 0.059 10/19/02 10:20 HJO 0.059 10/19/02 10:20 HJO O.IB 10/19/02 10:20 HJO 5.9 10/19/02 10:20 HJO 10/19/02 10:20 HJO REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. " .~co.. ~,. '" ~... ..... ~ ~ . 0 n Pace Analytical Services, Inc, L..J 1700 Elm Street. Suite 200 Minneapolis, MN 55414 n Phone: 612.607,1700 Fax: 612.607.6444 u n Date Collected: 10/15/02 10:00 u Oate Received: 10/16/02 10:05 CAS No. 7440.36.0 7440.43.9 7440.47.3 7439.92.1 7440.02-0 71-43.2 100.41.4 10B-BB.3 . 1330.20.7 9B-OB.B n ~ ReqLmt u n u ,..., u n L..J n u n u n u n u n u n u n u n u n u Page: 5of19 n u n u n u aCe' Analyticar www.pace/abf.com :J lab Sample No: 103946802 Client Sample 1[: Tp.7.1.5 :J Parameters Metals Percent H01 stu;'e Percent Moist'lr ,.., W 1 Ll mium n At ead , Nickel ~ Oate Oigestec n LJ GC Semivola~iles WI ORO in Soi~ Diesel Range Organics Oate Extract"d n .J GC Volatile5 WI GRO and PV JC, soil Benzene Ethyl benzene Toluene Xylene (Total) Gasoline Rarge Organics a,a,a-Trifllorotoluene (5) ,., , LJ ,.., w ,.., U '1 w ,.., u ,.., ...... n .J Date: 10/21/02 ,.., W ,.., J ,.., w lab Project Number: 1064040 Client Project 10: Andover Pace Ana/ytJcal Servlcu. Inc. 1700 Elm Street, Suite 200 Minneapolis. MN 55414 Phone: 612,607,1700 Fax: 612,607.6444 Project Sample Number: 1064040.006 Matrix: Soil Oate Collected: 10/15/02 10:30 Oate Received: 10/16/02 10:05 Results Units Report limit Method: 8.4 % Prep/Method: NO NO 8.70 3.10 6,55 10/28/02 EPA 3050 / EPA 6010 mg/kg 2.53 mg/kg 0.253 mg/kg 2.53 mg/kg 1.52 mg/kg 5.05 Analvzed 8y CAS No. ~ Reolint 10/23/02 HMJ 10/29/02 16:16 80A 10/29/02 16:16 BOA 10/29/02 16:16 BOA 10/29/02 16:16 BOA 10/29/02 16:16 BOA 10/28/02 7440.36-0 7440.43.9 7440.47-3 7439.92.1 7440.02.0 Prep/Method: TPH ORO WI extraction / TPH ORO Wisconsin NO .g/kg 8.6 10/23/02 22:23 JMZ 10/22/02 10/22/02 Prep/Method: TPH GRO/PVOC WI ext. / TPH GRO/PVOC WI NO mg/kg 0.055 10/21/02 16:06 MJO 71.43.2 NO mg/kg 0.055 10/21/02 16:06 MJO .100.41.4 0.079 mg/kg 0.055 10/21/02 16:06 MJO 108.88.3 NO mg/kg 0.16 10/21/02 16:06 MJO 1330.20.7 NO mg/kg 5.5 10/21/02 16:06 MJO 111' % 10/21/02 16:06 MJO 98-08-8 Page:6of19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. \, .~Cll" ~." '" $ .... g ~ n lab Project Number: 1064040 Client Project 10: Andover Patti Analytical Services. Inc. 1700 Elm Street Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 LJ LJ ace Analytical" www.pattllabs,t:Om lab Sample No: 103946828 Client Sample 10: TP.8.1.5 Parameters Meta 1 s & ead Nickel Date Digested GC Semivolatiles WI ORO in Soil Diesel Range Organics Date Extracted GC Volatiles WI GRO and PVOC. soil Benzene Ethyl benzene Toluene Xylene <Total) Gasoline Range Organics a.a.a-Trifluorotoluene ($) Date: 10/31/02 ,., n Project Sample Number: 1064040-007 Matrix: Soil Date Collected: 10/15/02 1l:00 LJ Date Received: 10/16/02 15:33 n Results Units Report limit Analvzed Bv CAS No. !l!!tl- ReQlmt LJ Method: 6.5 n % 10/23/02 HMJ u Prep/Method: NO NO 5.65 2.79 6.54 10/2B/02 EPA 3050 / EPA 6010 mg/kg 2.60 mg/kg 0.260 mg/kg 2.60 mg/kg 1.56 mg/kg 5.19 n 10/29/02 16:21 BOA 10/29/02 16:21 BOA 10/29/02 16:21 BOA 10/29/02 16:21 BOA 10/29/02 16:21 BOA 10/28/02 7440.36.0 7440-43-9 7440-47 -3 7439-92-1 7440-02-0 u n u n Prep/Method: NO 10/22/02 TPH ORO WI extraction / TPH ORO Wisconsin mg/kg 8.9 10/23/02 21:45 JMZ 10/22/02 LJ n LJ Prep/Method: TPH GRO/PVOC WI ext. / TPH GRO/PVOC WI NO mg/kg 0.053 10/21/02.18:04 MUD 71-43-2 NO mg/kg 0.053 10/21/02 18:04 MJO . 100-41-4 0,081 mg/kg 0.053 10/21/02 18:04 MJO 108.88.3 NO mg/kg 0.16 10/21/02 18:04 MUD 1330-20-7 NO mg/kg 5.3 10/21/02 18:04 MJO 113 % 10/21/02 18:04 MJO 98-08-8 n LJ n LJ n LJ n LJ n u n LJ n LJ Page:7of19 n u REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. ,.., u ., ,I UtCl" ~,. '" $ . .... ff ~ .J ,~ ;if' . ace Analytical" www.pacelabs.com "'1 LJ Lab Sample No: 103946851 Client Sample 1[: TP-9.9 J Parameters Metals ,.., W '"1 ,.., J GC Semivolatiles WI ORO in Soil Diesel Range Organics Date Extractf d ,.., w GC Volatile" WI GRO and PVOC, soi 1 Benzene Ethyl benzene Toluene Xylene <Total) Gasoline Ranle Organics a,a.a-TrifluJrotoluene (5) ,.., J "'1 L.J ,.., U ,., W ,., U ,.., w ,.., u Date: 10/3:/02 ,.., W ,.., I U ,.., W Pace Analytical Services. Inc. 1700 Elm Street, Suite 200 Minneapolis. MN 55414 Phone: 612.607,1700 Fax: 612,607,6444 Lab Project Number: 1064040 Client Project 10: Andover Project Sample Number: 1064040-008 Hatrix: Soil Results Units Report Limit Hethod: 16.3 t Prep/Hethod: NO NO 5.55 2.05 NO 10/28/02 EPA 3050 / EPA 6010 mg/kg 2.51 mg/kg 0.251 mg/kg 2.51 mg/kg 1.51 mg/kg 5.02 Anal yzed 10/23/02 10/29/02 16:26 BOA 10/29/02 16:26 80A 10/29/02 16:26 80A 10/29/02 16:26 BOA 10/29/02 16:26 BOA 10/28/02 Prep/Hethod: TPH ORO WI NO mg/kg 10/22/02 extraction 1 TPH ORO Wisconsin 10. 10/23/02 23: 00 JHZ 10/22/02 Date Collected: 10/15/02 11:50 Date Received: 10/16/02 15:33 By CAS No. lli!ll- ReoLmt HHJ 7440-36-0 7440.43.9 7440-47-3 7439-92-1 7440.02-0 Prep/Hethod: TPH GRO/PVOC WI ext. 1 TPH GRO/PVOC WI NO mg/kg 0.060 10/19/02 12:17 HJO 71-43-2 NO mg/kg 0.060 10/19/02 12:17 HJO 100-41.4 NO mg/kg 0.060 10/19/02 12:17 HJO 108-88-3 NO mg/kg 0.18 10/19/02 12:17 HJO 1330-20-7 NO mg/kg 6.0 10/19/02 12:17 HJO 95 t 10/19/02 12:17 HJD 98-08-8 Page: 8 of 19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. ,_ UCg" ~..... :-... .... . . ~ -; ~ n lab Project Number: 1064040 Client Project 10: Andover PaCII Analytical SefYlees, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phonll: 612.607.1700 Fax: 612.607.6444 LJ u ace Analytical" www,paclllllbs.tDm lab Sample No: 103946869 Client Sample 10: TP-11-1.5 Parameters Metals GC Semivolatiles WI ORO in Soil ~iesel Range Organics Oate Extracted GC Volatiles WIGRO and PVOC, soil Benzene Ethyl benzene Toluene Xylene (Total) Gasoline Range Organics a,a.a.Trifluorotoluene (5) Date: 10/31/02 n n Project Sample Number: 1064040.009 Matrix: Soil Oate Collected: 10/15/02 13:50 U Date Received: 10/16/02 15:33 n Results Units Report limit Anal vzed Bv CAS No. ~ ReQl1nt LJ Method: 8.9 n ~ 10/23/02 HHJ u Prep/Method: NO NO 6.66 6.69 5.12 10/28/02 EPA 3050 / EPA 6010 m9/kg 2.45 mg/kg 0,245 mg/kg 2.45 mg/kg 1.47 mg/kg 4.90 n 10/29/02 16:40 BOA 10/29/02 16:40 BOA 10/29/02 16:40 BOA 10/29/02 16:40 BOA 10/29/02 16:40 BOA 10/28/02 7440.36-0 7440-43-9 7440-47-3 7439-92-1 7440.02-0 LJ ,.., u ,.., Prep/Method: TPH ORO WI extraction / TPH ORO Wisconsin 16. mg/kg 8_6 10/25/02 01:08 JMZ 10/22/02 10/22/02 '--' .., u Prep/Method: NO NO 0.087 NO NO 109 TPH GRO/PVOC WI ext. / TPH GRO/PVOC WI mg/kg 0,055 10/21/02 17:34 HJO 71.43.2 mg/kg 0.055 10/21/02 17:34 HJO . 100-41.4 mg/kg 0.055 10/21/02 17:34 MJO 108-88.3 mg/kg 0.16 10/21/02 17:34 HJO 1330.20.7 mg/kg 5,5 10/21/02 17:34 HJO ~ 10/21/02 17:34 MJO 98.08-8 .., u .., u ,.., u ,.., u .., u .., u n u Page: 9 of 19 ,.., u REPORT OF LABORATORY ANALYSIS This report shal/ not be reproduced, except In ful/, without the written consent of Pace Analytical Services, Inc. n u .., \. Ue~" ~"... ~' .... ff ~ Lo ace Analytical" www.pacelabs.com '1 , LJ Lab Sample No: 103946877 Client Sample Ill: Tp.12.5 ,.., LJ Parameters Metals n i LJ n I U n J GC Semivola~iles WI ORO in Soil Diesel Range Organics Oate Extract"d n .J GC Volatiles WI GRO and PV JC, soi 1 Benzene Ethyl benzene Toluene Xylene <Total) Gasoline Rarge Organics a,a,a.Trifllorotoluene (5) n LJ ,..., u ,.., L..J ,.., LJ ,.., I LJ "' u 1 LJ Date: 10/3\./02 ,.., LJ .., I LJ .., LJ Pace Analytical Services, Inc; 1700 Elm Street, Suits 200 Minneapolis. MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 Lab Project Nu.ber: 1064040 Client Project 10: Andover Project Sample Number: 1064040-010 Matrix: Soil Results Units Report Limit Method: 17.0 % Prep/Method: NO NO 7.23 3.47 NO 10/28/02 EPA 3050 / EPA 6010 mg/~g 2.64 mg/~g 0.264 mg/~g 2.64 mg/~g 1.58 mg/~g 5.28 Anal vzed 10/23/02 10/29/02 16:45 BOA 10/29/02 16:45 BOA 10/29/02 16:45 BOA 10/29/02 16:45 BOA 10/29/02 16:45 BOA 10/28/02 Prep/Method: TPH ORO WI extraction / TPH ORO Wisconsin NO mg/~g 8.5 10/24/02 18:59 JMZ 10/22/02 10/22/02 Oate Collected: 10/15/02 14:15 Oate Received: 10/16/02 15:33 By CAS No. Q!!ll.. ReQLmt HMJ 7440-36-0 7440-43-9 7440-47-3 7439.92.1 7440-02-0 Prep/Method: TPH GRO/PVOC WI ext. / TPH GRO/PVOC WI NO mg/~g 0.060 10/21/02 18:33 MJO 71.43-2 NO mg/~g 0_060 10/21/02 18:33 MJO 100-41-4 0.13 mg/~g 0.060 10/21/02 18:33 MJO 108-88.3 NO mg/~g 0.18 10/21/02 18:33 MJO 1330.20.7 NO mg/~g 6.0 10/21/02 18:33 MJO 106 % 10/21/02 18:33 MJO 98-08-8 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. " ICeo" ~" .'. ~ .... ff ~ Page; 10 of 19 n Lab Project Number: 1064040 Client Project 10: Andover hc, Analytical Servlc,s, Inc. LJ 1700 Elm Street, Suite 200 Minneapolis, MN 55414 M Phone: 612.607,1700 Fax: 612.607.6444. u ace Analytical" www.pac.labs.com n Lab Sample No: 103947099 Client Sample 10: TRIP BlANK Project Sample Number: 1064040.011 Hatrix: Soil Date Collected: 10/15/02 00:00 U Date Received: 10/16/02 10:05 n Parameters Metals Percent Moisture Percent Hoistur Results Units Report Limit Analyzed By CAS No. lli@L ReoLmt u Hethod: o n t 10/23/02 HHJ u soil Prep/Hethod: TPH GRO/PVOC WI ext. I TPH GRO/PVOC WI NO mglkg 0.050 10/19/02 08:52 HJO 71-43-2 NO mg/kg 0.050 10/19/02 08:52 HJO 100.41.4. NO mg/kg 0.050 10/19/02 08:52 HJO 108.88-3 NO mg/kg 0.15 10/19/02 08:52 HJO 1330.20.7 NO mg/kg 5.0 10/19/02 08:52 HJO 114 t 10/19/02 OB:52 HJO 98.08-8 n LJ ...., u n u n u n LJ n LJ n u n u n LJ r< u n u Dab: 10/31/02 Page: 11 of 19 n u REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. ,..., u n ,..ace,.. ~...."".. ~... ., . . ;, ; '-l ] ace Analytical". www.pacelabl.eom Lab Project Number: 1064040 Client Project 10: Andover Pace Analytical Serf/cIS. Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 J PARAMETER FOlTNOTES 'l u NO NC J MDL (5) ve adjusted reporting limit ,., U tration above the adjusted method detection limit and below the adjusted reporting limit "od Detection Limit Page: 12 of 19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. ,. ne." ~,. '" ~' 1'... g ~ n ace Analytical" www.pacelabe.eDm Paes Analytleal SerYieu, Ine. u 1700 Elm Street Suite 200 Minneapolis, MN 55414 n Phone: 612.607.1700 u Fax: 612.607.6444 QC Batch: B0759 QC Batch Method: TPH DRO Associated Lab Samples' QUALITY CONTROL DATA Lab Project Number: 1064040 Client Project 10: Andover Analysis Method: TPH ORD Wisconsin Analysis Description: WI DRO in Soil 103946752 10394677B 1039467B6 103946794 103946737 103946752 10394617B 103946786 103946794 ..., l.-' n u n u n LI n 01 No Units mg/~9 B1an~ Result NO Report i ng Limit Footnotes 10. LABORATORY CONTROL SAMPLE & LCSD: 103957239 103957247 Parameter Diesel Range Organics Date: 10/31102 Units mg/~9 Spi~e Cone. .200.00 RPD Footnotes 3 LCS Result 158.5 LCSD Result 154.2 LCS % Rec 79 LCSD % Rec 77 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced. except In full, without the written consent of Pace Analytical Services, Inc. \.__ceo. ~..~ "". $ c:. : ~ ,.., u n u ,~ W n u n u n ~ t-1 u n :..J n U Page: 13of19 n U n U ,.., U -~~ ace Ana/yticat www.pacelabs.com QUALITY CONTROL DATA Lab Project Number: 1064040 Client Project 10: Andover r-, QC Batch: B0B42 U QC Batch Method: TPH ORa Associated Lab S3.ples' Analysis Method: TPH DRO Wisconsin Analysis Description: WI ORO in Soil 103946828 103946851 103946869 103946877 r-, U 103946802 103946828 1 0...1 Blank Result NO Units m9/kg 103946851 103946869 103946877 Paes AnalytIcal Semc", Inc. 1700 Elm Street, Suite 200 Minneapolis. MN 55414 Phone: 612,607,1700 Fax: 612.607,6444 1 u lABORATORY CONTFOL SAMPLE & LCSO: 103961447 103961454 '1 u Parameter Diesel Range Orfanics Units mg/k9 Spike Cone. 200.00 ~ I U ,...... J ,.., , U J r-j U n I U .., U Date: lO/JlIO! n I U J Reporting Limit Footnotes 10. LCS Result 149.3 LCSO Result 151.4 LCS tRee 75 LCSO tRee 76 RPO Footnotes 1 REPORT OF LABORATORY ANALYSIS This report shall nol be reproduced, exceplln lull, wnhoullhe written consent 01 Pace Analytical Services, Inc, n ! .... ~."."'... ~.. _ #01', i ~ Page: 14 of 19 ace Analytical" www.pacelabs.com QC B.tch: 80739 QC 8.tch Method: TPH GROI Associ.ted L.b S.mp1es' ext. 103946737 103946802 103947099 103946737 103946851 Units m9/k9 mg/kg m9/k9 m9/k9 m9/k9 t n QUALITY CONTROL DATA Pace AnalytIcal Servlces, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 u u ,.., n L.b Project Number: 1064040 Client Project ID: Andover u An.lysis Method: TPH GRO/PVOC WI An.lysis Description: WI GRO .nd PVOC, 1D3946752 1D3946778 103946786 103946828 103946851 103946869 " soil 103946794 103946877 u ,.., u H 103946752 103946869 103946786 103946794 103947099 ..... 103946802 103946778 103946877 103946828 "" B1.nk Result NO ND NO NO NO 110 Reportin9 Limit Footnotes 0.050 0.050 0.050 .0.15 5.0 u M u M " ,---; LABORATORY CONTROL SAMPLE & LCSD: 103954913 103954921 S~ike LCS LCSD LCS LCSD Parameter Units Conc. Result Result % Rec t Rec RPO Footnotes Benzene mg/kg 5.000 4.707 5.035 94 101 7 Ethyl benzene m9/kg 5.000 4.480 4.773 90 96 6 Toluene mg/k9 5.000 4.725 5.043 94 101 7 Xylene (Tot.l> m9/k9 15.00 13.95 14.81 93 99 6 Gasoline Range Organics m9/k9 50.00 43.42 46.45 87 93 7 .,.,..Trif1uoroto1uene (S) 114 105 Date: 10/31102 -' ,.., . . ,-, --' ..., u " u n LJ r, u Page: 15 of 19 n u ,.., REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. u ,.., ~".""'.. ~ . "co ~ . g ~ u ace Ana/yticat www.pacelabs.com J .., L..I QC 8atch: 80955 QC 8atch Method: Associated Lab ~amples n I LJ "'1 METHOO 8 103966057 U Assoc.'.~ Lab ~amples: ~/ ".""~ ~ .-i' ~. Parameter Percent Moisture 1 LJ QUALITY CONTROL DATA Lab Project Number: 1064040 Client Project 10: Andover Analysis Method:, Analysis Oescription: Percent Moisture 103946752 103946778 103946786 103946794 103946828 103946851 103946869 103946877 103946737 103946802 103947099 Pace Analyllcat Services, tnc. 1700 Elm Street, Suite 21J() Minneapolis, MN 55414 Phone:6t2.607,171J() Fax: 612.607.6444 103946737 103946752 103946778 103946786 103946794 103946802 103946828 103946851 103946869 103946877 103947099 8lank Reporti ng Units Result Limit Footnotes t 0 1. SAMPLE OUPLICATE: 103966065 n , U Parameter Mr Percent Moisture U J SAMPLE OUPLICATE: 103966073 Parameter 1 Percent Moisture U f'1 uI ,.., u ., U .., U Date: 10/31/02 '1 LJ J " I Ll Units t 103946737 Result 7.600 OUP Result 9.400 RPO Footnotes 21 Units t 103947081 Result 21. 90 . OUP Result 22.50 RPD Footnotes 3 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. ~,"."..,. ~ +", " . . . g ; Page: 16 of 19 ace Analytical" www.pacelabs.com QUALITY CONTROL DATA n Pace Analytlcal Services, Inc. u 1700 Elm Street, Suite 200 Minneapolis, MN 55414 .... Phone: 612.607.1700 Fax: 612.607.6444 .......e 103946737 103946752 103946778 103946786 103946794 103946802 103946828 103946851 103946869 . 103946877 ...t- Blank Reporting ,;. Parameter Units Result Limit Footnotes Antimony mg/kg NO 0.500 CadmiulII mg/kg NO 0.0500 ChromiulD mg/kg NO 0.500 lead mg/kg NO 0.300 Nickel mg/kg NO 1.00 QC Batch: B1172 QC 8atch Method: EPA 305 Associated lab Samples' ,., lab Project Number: 1064040 Client Project 10: Andover u 103946737 103946802 Analysis Method: EPA 6010 Analysis Description: Metals, Trace ICP 103946752 10394677B 103946786 10394682B 103946851 103946869 r LJ 103946794 103946877 ,-, LJ f, ., n u .... u n LJ LABORATORY CONTROL SAMPLE: 103979415 Spike lCS lCS Parameter Units Conc. Result % Rec Footnotes Antimony mg/kg I. 000 0.9040 90 CadmiulI mg/kg 1.000 0.9063 91 Chromium mg/kg 1.000 0.941B 94 lead mg/kg 1. 000 0.9044 90 Nickel mg/kg 1.000 0.91BO 92 " u '" LJ n LJ r> MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 103979423 103979431 10394B808 Spike MS MSD MS MSO Parameter Units Result Cone. Resul t Result % Rec % Rec RPO Footnotes CadmiulI mg/kg 0 50.69 47.17 45.39 93 91 4 Chromium mg/kg 12.19 50.69 63.25 59.40 101 95 6 lead mg/kg 2.575 50.69 54.92 48.84 103 93 12 Nickel m9/kg 10.21 50.69 60.22 57.91 99 96 4 Date: 10/31102 '-, " LJ , , LJ (, LJ Page: 17 of 19 n u n REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. LJ n \' UfO" ~".<. ~.... (0.. 5 ~ < . u ..p.-- ace Analytical" www.pacelabs.com QUALITY CONTROL DATA Lab Project Number: 1064040 Client Project 10: Andover ., U 103949095 OUP r'l Parameter Units Result Result RPO Footnotes i Cadmium m9/kg 0.3920 0.2290 53 1 U ChromiufI mg/kg 64.30 66.80 4 Lead mg/kg 99.80 90.70 9 n Nickel mg/kg 38.10 . 46.80 21 U .., u 1 u ,~ i U .., U .., u .., d n u i, U "'1 I U Date: 10/31102 .., W n I U ,.., u REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in lull, without the written consent 01 Pace Analytical Services, Inc, \G ac~G4' ~" '" ..~ (',. ~ ~ . . Pace Analytical S,rvlc,s. Inc. 1700 Elm Street, Suit, 200 Minneapolis. MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 Page: 18 of 19 ,.., ace Analytical" www.pacelabs.com lab Project Nu.ber: 1064040 Client Project 10: Andover Pace Analytical Services, Inc. U 1700 Elm Street, Suite 200 Minneapolis, MN 554t4 n Phone: 6t 2.607.1700 Fax: 612.607.6444 L.J ,.., QUALITY CONTROL DATA P (J Consistent with EPA guide1i rounded concentrations are displayed and have been used to calculate % Rec and RPD values. ..... LJ LCSCO) MS(D) OUP ND HC J 01 Sa.ple (Duplicate) COup1icate) icate ected at or above adjusted reporting 1i.it alcu1ab1e stimated concentration above the adjusted method detection 1i.itand below the adjusted reporting limit Adjusted Method Detection limit Relative Perce~t Difference Surrogate The calculated RPD was outside QC acceptance limits. t', u r. oj n ~ n u " u ~. u ,.., L' n "J ,.., '.... n ...J n U .-, u Dat~: 10/31/02 Page: 19 of 19 n L.! ..... REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. u n ,_ nt~" ;a..." D.... .:;-.... <',. . . ; ; u i!:'~ j:.~. Pace Analytical ServlcllS. Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612,607.1100 Fax: 612.607.6444 ace Analyticar www.pacelabs.com J November 14. 2002 1 u ,-, Mr. Craig KJj'~ Short, E1J;f~\:~ & Hendrickson n 3535~~~' Ct. Dr. J. ~ . .' SiJ,fJfi1. M I 55110 '-'"",' ~ RE: w Lab P,oject Number: 1064531 Clien, Project 10: Andover North A-ANDOV0302.00 r'1 J Oear Mr. Ku.tz: r"i U Enclosed ar, the analytical results for sample(s) received by the laboratory on October 25. 2002. Results reported he,ein conform to the most current NElAC standards. where applicable, unless otherwise narrated in the body of the report. r-t U If you have any questions concerning this report please feel free to contact me. ,., '..J Sincerely, ,-, ~w~ u Carol Davy Carol.DavJfeacelabs.com Project Ma~3ger ,.., ..J State of Minnesota laboratory 027-053-137 ..., I Enclosures l.J ..., U "'1 I U ,-, J 1 l.J REPORT OF LABORATORY ANALYSIS This report shall not be reproduced. except In full, without the written consent of Pace Analytical Services. Inc. " w a.""".'. i' "".. 8 ~ . . n aCff Analytical" www.pacBlab$.com Lab Project Number: 1064531 Client Project 10: Andover North A.ANOOV0302.DO Pace AnalytIcal ServIces, Inc; u 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 u Fax: 612.607.6444 .M ..... Solid. results are reported on a u Lab Sample No: 103976593 Client Sample 10: Tp.18.1. Project Sample Number: 1064531-001 Matrix: Soil Date Collected: 10/24/02 10:55 ~ Date Received: 10/25/02 10:30 d Parameters Metals Results Units Report Limit Anal yzed By CAS No. ~ ReqLmt .-. Method: 11.4 l J % 11/11/02 n Prep/Method: EPA 3050 / EPA 6010 NO mg/kg 2.35 11/08/02 15:22 BOA 7440.36.0 , mium NO mg/kg 0.235 11/08/02 15:22 BOA 7440.43.9 Chromium 6,02 mg/kg 2,35 11/08/02 15:22 BOA. 7440-47-3 Lead 22.5 mg/kg 1.41 11/08/02 15:22 BOA 7439.92-1 Nickel 6.34 mg/kg 4.70 11/08/02 15:22 BOA 7440.02.0 Date Oigested 11/07/02 11/07/02 GC Semivolatiles PCB's in Soil, Low Level Prep/Method: EPA 3550 I EPA BOB2 PCB-1016 (Aroc10r 1016) NO mg/kg 0.042 11/04/02 1B:15 YU1 12674-11-2 PCB.1221 (Aroc10r 1221) NO mg/kg 0.042 11/04/02 18:15 YU1 11104.28-2 PCB-1232 (Aroc10r 1232) NO mg/kg 0.042 11/04/02 18:15 YU1 11141-16.5 PCB.1242 (Aroc10r 1242) NO mg/kg 0.042 11/04/02 1B:15 YU1 53469-21'9 PCB-1248 (Aroc10r 124B) NO mg/kg 0.042 11/04/02 1B:15 YU1 12672.29.6 PCB-1254 (Aroc10r 1254) NO mg/kg 0.042 11/04/02 1B:15 YU1 11097-69.1 PCB.1260 (Aroc10r 1260) NO mg/kg 0.042 11/04/02 1B:15 YU1 11096.B2.5 PCB-1268 (Aroc10r 126B) NO mg/kg 0.042 11/04/02 18:15 YU1 11100.14-4 Tetrach10ro.m.xy1ene (5) B2 % 11/04/02 18:15 YU1 877-09-B Oecach10robipheny1 (5) B2 % 11/04/02 18:15 YU1 2051.24-3 Date Extracted 10/31/02 10/31/02 WI ORO in Soil Prep/Method: TPH ORO WI extraction I TPH ORO Wisconsin Diesel Range Organics 490 mg/kg 56. 11/11/02 19:39 JMZ Date Extracted 11/01/02 11/01/02 GC Volatiles WI GRO and PVOC, soil Prep/Method: TPH GRO/PVOC WI ext. I TPH GRO/PVOC WI Benzene NO mg/kg 0.056 11/03/02 01:01 MJO 71.43.2 Ethyl benzene NO mg/kg 0.056 11/03/02 01:01 MJO 100.41.4 Toluene 0.086 mg/kg 0.056 11/03/02 01:01 MJO 108-BB-3 Xylene (Total) NO mg/kg 0.17 11/03/02 01:01 MJO 1330.20-7 Gasoline Range Organics NO mg/kg 5.6 11/03/02 01:01 MJO a.a,a.Trifluorotoluene (5) 132 % 11/03/02 01:01 MJO 98.08.8 II n Ll n u ''0 .. ,..., .. n u n lj n ~ J n LA ..... u " II Date: 11/14/02 Page: 1 of 19 n u n REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services. Inc. u n \11 uCo" ~".D". ::~ ".. ~ ~ u ~ce Analytical" . www.pac.labl.com .., J Lab Sample No: 103976601 Client Sample Ie: Tp.21.1.5 Parameters Metals '1 u ,.., u om;um Lead Nickel Date Di gested n J GC Semivolatiles WI DRO in Soil Diesel Range Crgan;cs Date Extractec r"1 I a...J 1 u GC Volatiles WI GRO and PVOC. soil Benzene Ethyl benzene Toluene Xylene (Total) Gasoline RangE Organics a,a.a.Trifluoroto1uene (S) n U ,., I U ,., I L.J .., , U n .J .., i U n Date: 11/14/02 , U n I U ,.., u Pac. Analytical SerylcBS. In'. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 Lab Project Number: 1064531 Client Project ID: Andover North A-ANDOV0302.00 Project Sample Number: 1064531.002 Hatrix: Soil Results Report Li mi t Units Hethod: 15.9 t Prep/Hethod: ND ND 6.29 3.00 ND 11/07/02 EPA 3050 I EPA 6010 m9/k9 2.61 m9/k9 0.261 m9/k9 2.61 m9/k9 1. 57 m9/k9 5.22 Analyzed 11105/02 11/08/02 14:46 8DA 11/08/02 14:46 8DA 11/08/02 14:46 BDA 11/08/02 14:46 BOA 11/08/02 14:46 BOA 11/07102 Prep/Hethod: TPH ORO WI extraction I TPH DRO Wisconsin 1200 m91k9 97. 11/11102 19:03 JHZ 11/01/02 1lI01/02 Date Collected: 10124/02 11:30 Date Received: 10/25/02 10:30 Bv CAS No. ~ ReQlmt LSB 7440-36-0 7440.43.9 7440-47-3 7439.92-1 7440.02.0 Prep/Hethod: TPH GRO/PVOC WI ext. I TPH GRO/PVOC WI NO .9/k9 0,059 11/02/02 19:37 HJD 71-43.2 ND m9/k9 0.059 11/02/02 19:37 HJD 100-41-4 0.67 .9/k9 0.059 11/02/02 19:37 HJD 108-B8-3 NO .g/kg 0.18 11/02/02 19:37 HJD 1330-20-7 ND .9/k9 5.9 11/02/02 19:37 HJD 125 t 11/02102 19:37 HJD 98-0B-B REPORT OF LABORATORY ANALYSIS This report shall nDt be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. ~"'''..... ~ .... ~ . E ~ . . Page:2of19 ace Ana/yticar www.p.cel.bs.com Lab Sample No: 103976619 Client Sample 10: Tp.22-2 Parameters Metals GC Semivolatiles WI ORO in Soil Diesel Range Organics Oate Extracted GC Volatiles WI GRO and PVOC. soil Benzene Ethyl benzene Toluene Xyl ene (Total) Gasoline Range Organics a.a,a-Trifluoroto1uene (5) Date: 11/14/02 n Pace Analytical SelVlces, Inc. u 1700 8m Street, Suite 200 MInneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 ,... l.J Lab Project Number: 1064531 Client Project 10: Andover North A-ANDOV0302.00 Project Sample Number: 1064531-003 Matrix: Soil Results Units Report Limit Method: 14.6 % Prep/Method: NO 0,279 7.36 17,3 5.41 11/07/02 EPA 3050 I EPA 6010 m9/k9 2.30 m9/k9 0.230 mg/kg 2,30 mg/kg 1.38 ni9/kg 4.61 Anal vzed 11/05/02 11/08/02 15:02 BOA 11/08/02 15:02 BOA 11/08/02 15:02 BOA 11/08/02 15:02 BOA 11/08/02 15:02 BOA 11/07102 Prep/Method: TPH ORO WI extraction I TPH ORO Wisconsin NO m9/kg 11. 11110/02 11: 16 JMZ 11/01/02 11/01/02 Prep/Method: TPH GRO/PVDC WI ext. I TPH GRO/PVDC WI NO mg/kg 0.059 11/04/02 17:30 MJO 71-43-2 NO mg/k9 0.059 11/04/02 17:30 MJO 100-41.4 NO m9/kg 0.059 11/04/02 17:30 MJO 108-88-3 NO mg/kg 0.18 11/04/02 17:30 MJO 1330.20-7 ND m9/kg 5.9 11/04/02 17:30 MJD 92 % 11/04/02 17:30 MJD 98.08-8 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. ~".""... ~~ ...... , . !: ~ ., Date Collected: 10/24/02 13:20 L1 Oate Received: 10/25/02 10:30 n Bv CAS No. 9!!ll- ReqLmt . I ...... LSB l J n, 7440.36-0 7440.43.9 7440-47-3 7439-92.1 7440.02-0 u n u ..... u .., u n L.J r' L. M u ., l J M L1 n u ,., u Page: J of 19 M L1 n u n u ace Analytical" www.pacelab$.CDm Pace AnalytIcal Servfcu, Inc. 1700 Elm Street Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 Lab Sample No: 103976627 Client Sample IC: TP.26.2 '1 J Parameters Metals Percent Moisture Percent Moistl..r r Metals. Tra(1;~CP Antimo .,. Ca '1 u r1 I U ,.., ~ ,.., , GC Semivolatiles WI ORO in Soil Diesel Range Crganics Oate Extracted LJ ,.., U ., GC Volatiles WI GRO and PVOC, soil Benzene Ethyl benzene Toluene Xylene <Total) Gasoline Range Organics a.a.a-TrifluorJtoluene ($) u r1 U ,.., I U ,.., ..J ., i u ,.., , L-i ..., I U ,.., Date: 11/14/02 , U ,.., J '1 '.J Lab Project Number: 1064531 Client Project 10: Andover North A-ANOOV0302.OD Project Sample Number: 1064531.004 Matrix: Soil Date Collected: 10/24/02 15:00 Date Received: 10/25/02 10:30 Results Units Reoort limit Anal vzed Bv ~ ReqLmt CAS No. Method: 13.4 % 11/05/02 LSB Prep/Method: NO NO 4.19 2.41 NO 11/07/02 EPA 3050 I EPA 6010 mg/kg 2.41 mg/kg 0.241 mg/kg 2.41 mg/kg 1.44 mg/kg 4.Bl 11/0B/02 15:17 BOA 11/0B/02 15:17 BOA 11/08/02 15:17 BOA 11/08/02 15:17 BOA 11/08/02 15:17 BOA 11/07102 7440.36.0 7440-43-9 7440.47.3 7439.92.1 7440-02-0 Prep/Method: TPH DRO WI extraction I TPH ORO Wisconsin NO m9/kg 11. 11110/02 05:00 JHZ 11/01/02 11/01102 Prep/Method: TPM GRO/PVOC WI ext. / TPH GRO/PVOC WI NO m9/kg 0.058 11/04/02 18:58 MJO 71.43.2 NO mg/kg' 0.058 11/04/02 18:58 MJO 100-41.4 NO mg/kg 0.058 11/04/02 18:58 MJO 108.88.3 NO mg/kg 0.17 11/04/02 IB:58 HJO 1330-20-7 NO mg/kg 5.8 11/04/02 18:58 HJD 88 % 11/04/02 18:58 MJO 98-08-8 Page:' .4 of 19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. " lCCII~ ~"... ,:' "'.. . . : ~ M Pace AnalytIcal ServIces, Inc. U ace Analytical" 1700 Elm Street Suite 200 Minneapolis, MN 55414 M www,pacBlabs.com Phone: 612.607.1700 u Lab Project Number: 1064531 Fax: 612.607.6444 Client Project 10: Andover North A-ANOOV0302.DO ~ Lab Sample No: 103976635 Project Sample Number: 1064531.005 L1 Date Collected: 10/24/02 14:30 Client Sample 10: TP.27.3 Matrix: Soil Date Received: 10/25/02 10:30 M Parameters Results Units RelXlrt Limit Anal vzed Bv CAS No. ~ ReqLmt . , Metals Percent Moisture Method: '"" Percent Hoistur 13.6 % 11/11/02 u Prep/Method: EPA 3050 I EPA 6010 n NO mg/kg 2.30 11/0B/0215:27 BOA 7440-36-0 NO mg/kg 0.230 11/0B/02 15:27 BOA 7440-43.9 u r'om; urn 5.73 mg/kg 2.30 Ii/OB/02 15: 27 BOA 7440.47.3 n Lead 3.9B mg/kg 1.3B 11/08/02 15:27 BOA 7439.92.1 Nickel 4.86 mg/kg 4.59 11/08/02 15:27 BOA 7440.02.0 LJ Date Oigested 11107/02 11/07102 n GC/MS Sernivolatiles L1 Semivolatile Organics Prep/Method: EPA 3540 I EPA 8270 Naphthalene NO ug/kg 380 11/11/02 03:57 KSK 91.20.3. ,.., 2-Methy1naphtha1ene NO ug/kg 380 11/11/02 03:57 KSK 91-57.6 Acenaphthy1ene NO ug/kg 380 11/11/02 03:57 KSK 208.96.8 u Acenaphthene NO ug/kg 380 11/11/02 03:57 KSK 83.32-9 M Fluorene NO ug/kg 380 11/11/02 03:57 KSK 86.73-7 Phenanthrene NO ug/kg 380 11/11/02 03:57 KSK 85.01-8 L1 Anthracene NO ug/kg 380 11/11/02 03:57 KSK 120.12.7 Fl uoranthene NO ug/kg 380 11/11/02 03:57 KSK 206-44-0 ,.., pyrene NO ug/kg 380 11/11/02 03:57 KSK 129-00-0 LJ Benzo(a) anthracene NO ug/kg 380 11/11/02 03:57 KSK 56-55-3 Chrysene NO ug/kg 380 11/11/02 03:57 KSK 218-01.9 M Benzo(b)f1uoranthene NO ug/kg 380 11/11/02 03:57 KSK 205.99-2 Benzo(k)fluoranthene NO ug/kg 380 11/11/02 03:57 KSK 207.08.9 L1 Benzo(a)pyrene NO ug/kg 380 11/11/02 03:57 KSK 50-32.8 Indeno(I,2,3,cd)pyrene M NO ug/kg 380 11/11/02 03:57 KSK 193.39-5 Oibenz(a , h) anthracene NO ug/kg 380 11/11/02 03:57 KSK 53.70.3 '..) Benzo(g,h,i)perylene NO ug/kg 380 11/11/02 03:57 KSK 191-24.2 Nitrobenzene.d5 (S) 86 % 11/11/02 03:57 KSK 4165-60-0 M 2.F1uorobipheny1 (S) 82 % 11/11/02 03:57 KSK 321.60.8 LJ Terphenyl.dl4 (S) 104 % 11/11/02 03:57 KSK 1718.51.0 Date Extracted 11/01/02 11/01102 M GC Semivolatiles '..J WI ORO in Soil Prep/Method: TPH ORO WI extraction I TPH ORO Wisconsin ,.... Diesel Range Organics NO mg/kg 11. 11/10/02 13:06 JMZ 11 Date: 11/14/02 Page: 5of19 M U M REPORT OF LABORATORY ANALYSIS. u This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc, M I,ace,.. ~ L. ~' <'.. . . .~ ... ,,~~ - t3C6 Analytical" www.pacslabr,CDm ...., lab Sample No: 103976635 Client Sample 10, TP.27.3 'I Ll Parameters Date Extracted n I .J GC Volatiles WI GRO and PVW ~;t. , Benzene Ethyl ..<' To . -ene (Total> Gasoline Range Organics a,a.a-Trifluort1toluene (S) n L.J l.--' ""1 , LJ n i ...., ,.., I L.J 1 u n I U ....... J ,.., L.l ,., wi ,.., I ...., n U Date: 11/14/02 n I ...., ,., J Pacs AnalytIcal Ssrvlcsr. Inc. 1700 Elm Street Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 lab Project Number: 1064531 Client Project 10: Andover North A.ANOOV0302,OO Project Sample Number: 1064531-005 Matrix: Soil Oate Collected: 10/24/02 14:30 Date Received: 10/25/02 10:30 Results 11/01/02 Units Report Limit Analyzed By CAS No. 11/01102 ~ Reqlot Prep/Method: TPH GRO/PVOC WI ext. / TPH GRO/PVDC WI NO mg/kg 0.058 11/02/02 20:07 MJO 71.43.2 NO mg/kg 0.058 11/02/02 20:07 MJO 100.41.4 0.063 mg/kg 0.058 11/02/02 20:07 MJO 108.88.3 NO mg/kg 0.17 11/02/0220:07 MJO 1330.20.7 NO mg/kg 5.8 11/02102 20: 07 MJO 130 t 11/02/02 20:07 MJO 98.08-8 Page: 6 of 19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. ~"...,.... ~ +.. ~ . . . :: :::. . . n ace Analytical" . www.pac,labuam Pac, Analytical S,rvlc'f, Inc. U 1700 Elm Street, Suite 200 Minneapolis, MN 55414 M Phone: 612.607.1700 u Fax: 612.607.6444 PARAMETER FOOTNOTES NO NC J MOL (5) Not detected il Not Calcula Estimate Adjust~ Surr ntration above the adjusted method detection limit and below the adjusted reporting limit od Detection Limit n Date: 11/14/02 Lab Project Number: 1064531 Client Project 10: Andover North A.ANDDVD302.00 r> u ..... ve adjusted reporting limit II u r> u n L) n u n u r> LJ n LJ n L, ~ .1 n u n '...1 n u Page:7of19 n u n REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the wrltlen consent of Pace Analytical Services, Inc. L' n \. UfO" ~,.. ~ .... ~ . : ~ u ~M~- JJ:F~ ..., ace Analytical" www.pacelabs.com J '1 QC Batch: B1391 L1 QC Batch Method: EPA 355 Associated Lab Slmple ,.., I LJ ,..., L1 B . ,a-meter ~~B'1016 (Aroclo' 1016) l---" PCB.1221 (Arocl 0' 1221) PCB.1232 (Aroclo' 1232) ,..., PCB.1242 (Aroclo' 1242) LJ PCB.1248 (Aroc1o' 1248) PCB.1254 (Aroc1o' 1254) ,.., PCB.1260 (Aroc1o' 1260) , PC8.126B (Aroc!o' 1268) LJ Tetrachloro.m.xylene (S) Decach10robiphen;1 (S) ,.., , LJ 103976593 103976593 Units mg/kg mg/kg m9/kg mg/kg mg/kg mg/kg mg/kg mg/kg t t Pace AnalytIcal ServIces, Inc. 1700 Elm Street Suite 200 Minneapolis. MN 55414 Phone: 612.607.1700 Fax: 612,607.6444 QUALITY CONTROL DATA Lab Project Number: 1064531 Client Project 10: Andover North A.ANDOVD302.00 Analysis Method: EPA 8082 Analysis Description: PCB's in Soil, Low Level Blank Result NO NO NO NO NO NO NO NO 90 94 Reporti ng Limit Footnotes 0.033 0.033 0,033 0.033 0.033 0.033 0.033 0.033 LABORATORY CONTRIlL SAMPLE: 103991899 ,..., I W Parameter PCB.I016 (Aroc1or' 1016) PCB.1260 (Aroc10r' 1260) Tetrachloro.m'xy~ene (S) Decach10robiphen;1 (S) ,..., J '1 LJ Units mg/kg mg/kg Spike Conc. 1. 333 1. 333 LCS Result 1.165 1.160 LCS X Rec Footnotes 87 87 95 96 MATRIX SPIKE & M"TRIX SPIKE DUPLICATE: 103991907 103991915 ,..., J 103980157 Spike MS MSD MS MSD Parameter Units Result Conc. Result Result tRee tRee RPD Footnotes PCB.I016 (Aroc1or' 1016) mg/kg 0 1.560 1. 320 1. 230 85 80 7 '1 PCB.1260 (Aroc1or 1260) mg/kg 0 1.560 1.391 1. 321 B9 86 5 U Tetrachloro-m-xy-ene (5) B7 83 Decach 1 orobi phen:- 1 (S) 9B 98 '1 J ,..., J Date: 11/14/02 .., I U ,..., J Page: 8 of 19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, w~hout the written consent of Pace Analytical Services, Inc. ~.".".... ~ +.. ~ ' ; ~ . . n QUALITY CONTROL DATA Pace AnalytIcal ServIces, Inc. 1700 Bm Street, Suite 200 Minneapolis, MN 55414 Phone: 6t2.607.1700 Fax: 6t2.607.6444 u ace Analytical" www.pace/abs.CDm n. LJ ~ Lab Project Number: 1064531 Client Project 10: Andover North A-ANDOV0302.00 u n QC Batch: BI423 DC Batch Method: TPH ORO. Associated Lab Sample Analysis Method: TPH ORO Wisconsin Analysis Description: WI ORO in Soil 103976619 103976627 u ,..., u 103976601 103976619 103976627 n u Units my/kg Blank Result NO Reporting Limit Footnotes 10, n lJ n LABORATORY CONTROL SAMPLE & LCSO: 103993473 103993481 u Parameter Diesel Range Organics Units mg/kg Spike Cone. 200.00 LCS Result 172.9 LCSO Result 162.7 LCS % Rec 86 LCSO . % Rec 81 RPO Footnotes 6 ,., u M u n u n w n L J ,..., ~J n u n u n Date: 11/14/02 Page: 9 of 19 LJ r REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full. without the written consent of Pace Analytical Services. Inc. u ,..., ,. .cco~ ~".'.f' ~... .... : ~ LJ ace Analytical" www.pacDlabs.com 'l U QC Batch: B1424 QC Batch Method: TPM DRO Associated Lab Sample A"" -'~~ _.-~:;.,.. METHOD BLANK:.A ~g~3499 Associ ated ~ amp 1 es: ., I L.J Pace AnalytIcal ServlcDs, Inc. 1700 Elm Street. Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607,6444 QUALITY CONlROL DATA Lab Project Number: 1064531 Client Project 10: Andover North A-ANDOV0302.OD Analysis Method: TPM DRO Wisconsin Analysis Description: WI DRO in Soil 103976593 103976635 ,.., 103976593 103976635 , u Units mg/~g Blan~ Result NO Reporting Limit Footnotes 10. ,.., LABORATORY CONTR)L SAMPLE & LCSO: 103993507 103993515 , , u 'l , L.J Parameter Diesel Range OrSlnics ,., I L.J ,., i U ,.., ~ n L1 ,., I w n , w '1 u n ~ Date: 11/14/02 ., Ll ,.., I L.J Units mg/~g Spi~e Cone. 200.00 LCS Result 151.1 LCSO Result 155.4 LCS LCSO % Rec % Rec RPO Footnotes 76 . 78 3 Page: 10 of 19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In lull, without the written consent 01 Pace Analytical Services, Inc. "Iacc,. ~,. .0, f ..... i ~ ace Analytical" www.pllcelllbr.com QUALITY CONTROL DATA n Pllce Mllly/ICIII Servlcer, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607,1700 Fax: 612.607.6444 u M. u n Lab Project Number: 1064531 Client Project ID: Andover North A.ANDDV0302.00 QC Batch: B1160 QC Batch Method: TPH GRO Associated Lab Sample Analysis Method: TPH GRO/PVOC WI Analysis Description: WI GRO and PVOC, 103976601 103976619 103976627 soil 103976635 103976593 103976601 103976619 103976627 103976635 Blank Reporting Units Result Limit Footnotes enzene mg/kg ND 0.050 Ethyl benzene mg/kg ND 0.050 Toluene mg/kg ND 0.050 Xylene (Total) mg/kg ND 0,15 Gasoline Range Organics mg/kg ND 5,0 a,a,a-Trifluorotoluene (5) % 98 u n LJ n u n u n LJ n L1 n LABORATORY CONTROL SAMPLE & LCSD: 103978375 103978383 n Spike LCS LCSD LCS LCSD Parameter Units SQ!!L Result Result % Rec % Rec RPD Footnotes Benzene mg/kg 5.000 4.637 4.856 93 97 5 Ethyl benzene mg/kg 5.000 4.485 4.683 90 94 4 Toluene mg/kg 5.000 4.523 4.735 90 95 5 Xylene (Total) mg/kg 15.00 13.97 14.57 93 97 4 Gasoline Range Organics mg/kg 50.00 49.64 51.46 99 103 4 a,a,a-Trif1uoroto1uene (S) 95 99 Date: 1111.'02 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. ~'\."u,."... ~. #", ~ ' . . :: ::. L1 u n LJ n LJ n 'd n '-, r"\ LJ ,.., u Page: 11 of 19 n L1 n u n u aCl~ Ana/yticat www.pacelabs.com QUALITY CONTROL DATA Pace AnalytIcal SefYlces. Inc. 1700 Elm Street Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607,6444 ,., .J Lab Project Number: 1064531 Client Project ID: Andover North A-ANDOV0302.00 n QC Batch: B1433 QC Batch Method: EPA 3540 Associated Lab ~ample Analysis Method: EPA B270 Analysis Description: Semivolatile Organics u 103976635 ,., U METHOO BLANK: e1!lJl 94059 ,., Associ at~' ampl es: 103976635 U A,-j> Blank Reporting ~ataf.rer Units Result Limit Footnotes "'~Phthalene ug/kg NO 330 t... . 2'Methylnaphthalene ug/kg . NO 330 . ug/kg Acenaphthylene NO 330 '1 Acenaphthene ug/kg NO 330 .J F1 uorene ug/kg NO 330' Phenanthrene ug/kg NO 330 ,.., Anthracene ug/kg NO 330 F1 uoranthene ug/kg NO 330 U Pyrene ug/kg NO 330 Benzo(a)anthractne ug/kg NO 330 ,.., Chrysene ug/kg NO 330 I Benzo(b)fluoranthene ug/kg NO 330 U Benzo (k) f1 uorant hene ug/kg NO 330 '1 Benzo{a)pyrene ug/kg NO 330 U Indeno(l,2,3-cd;pyrene ug/kg NO 330 Dibenz(a.h)anthracene ug/kg NO 330 Benzo(g,h,i)per)lene u9/kg NO 330 ,.., Nitrobenzene-d5 (S) % 75 L.l 2-Fluorobiphenyl (5) % 79 Terphenyl.dl4 (~) % 9B ,., Li LABORATORY CONTF OL SAMPLE: 103994067 ,., u Parameter Naphthalene 2.Methylnaphthalene Acenaphthylene Acenaphthene F1 uorene Units ug/kg ug/kg ug/kg ug/kg ug/kg Spike Cone. 1667.00 1667.00 1667.00 1667.00 1667.00 LCS Result 1534 1545 1531 15Bl 167B tCS % Rec 92 93 92 95 101 Footnotes ,., U n J ,.., .J Date: 11/14/02 Page: 12 of 19 ,., REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, WIThout the written consent of Pace Analytical Services, Inc. .J ,.., I U ~."""..< ::: .... ~ . . . ~ i ace Analytical" www.pace/abs.com n QUALITY CONTROL DATA Pace Analyllcal ServIces, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 u n u n Lab Project Number: 1064531 Client Project ID: Andover North A-ANDDVD302.00 LABORATORY CONTROL SAMPLE: Spike LCS LCS Parameter Units ~ Result .t Rec Footnotes Phenanthrene ug/kg 1667.00 1651 gg Anthracene ug/kg 1667.00 1564 94 Fluoranthe ug/kg 1667.00 1576 95 pyrene ug/kg 1667.00 1661 100 Ben ug/kg 1667.00 1660 100 ene ug/kg 1667.00 1632 98 enzo(b)fluoranthene ug/kg 1667.00 1665 100 Benzo(k) f1 uoranthene ug/kg 1667.00 1723 103 Benzo(a)pyrene ug/kg 1667.00 1478 89 Indeno(I.2,3-cd)pyrene ug/kg 1667.00 2030 122 Dibenz(a,h)anthracene ug/kg 1667.00 1610 97 Benzo(g,h.i)perylene ug/kg 1667.00 1664 100 Nitrobenzene.d5 (5) 94 2.Fluorobiphenyl (5) 95 Terphenyl-dl4 (5) 101 MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 103994075 103994083 103976635 Spike MS MSD MS MSD Parameter Units Result ~ Result Result % Rec % Rec RPO Footnotes Naphthalene ug/kg 0 1866.00 1548 1588 83 87 3 2.Methylnaphthalene ug/kg 0 1866.00 1557 1592 84 87 2 Acenaphthylene ug/kg 0 1866.00 1677 1691 90 93 1 Acenaphthene ug/kg 0 1866.00 1738 1825 93 100 5 Fl uorene ug/kg 0 1866.00 1697 1748 91 96 3 Phenanthrene ug/kg 0 1866.00 1722 1771 92 97 3 Anthracene u9/kg 0 1866.00 1647 1704 88 93 3 Fl uoranthene ug/k9 0 1866.00 1608 1662 86 91 3 pyrene ug/kg 0 1866,00 1772 1807 95 99 2 Benzo(a)anthracene u9/kg 0 1866,00 1695 1743 91 96 3 Chrysene ug/kg 0 1866.00 1697 1763 91 97 4 Benzo(b)fluoranthene ug/kg 0 1866.00 1676 1695 90 93 1 Benzo(k)fluoranthene ug/kg 0 1866.00 1677 1742 90 96 4 Benzo(a)pyrene ug/kg 0 1866.00 1625 1684 87 92 4 Indeno(l,2,3-cd)pyrene ug/kg 0 1866.00 1721 1786 92 98 4 Oibenz(a,h)anthracene ug/kg 0 1866.00 1676 1764 90 97 5 Date: 11/14/02 Page: 13 of 19 u ..., u ,., u ..., u n u ..., u ..., u ,., u ...., u n u n "' ,., u n u ,..., u n LJ ..., REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, wtthout the written consent of Pace Analytical Services, Inc. u n \_ ue,.. ~...41"+ $ .... . . ~ ~ u ~""..,....- il""""" t3ca Ana/yticat www.pacelabs.com QUALITY CONTROL DATA Pace Analytlcal5ervlces, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612,607.1700 Fax: 612.607,6444 Lab Project Number: 1064531 Client Project 10: Andover North A.ANOOV0302.00 '1 L.J TE: 103994075 103994083 '1 ! L.J Units U9/k9 103976635 Result o Spike Cone. 1866.00 HS Result 1750 HSO Result 1812 HS HSO t Rec t Rec RPO Footnotes 94 99 3 94 99 86 90 95 101 ,.., .J "1 L.J "1 L.J ,.., .J "1 L.J ,.., L.l r: L.J ,.., L.J '1 L.J n i L.J ,.., .J Date: 11114/0;:: Page: 14 of 19 ,.., L.l REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc, ,.., i L.J " Utili" ~,.... f ..... g ~ M ace Ana/yticar www.pacBlabs.t:rIm QUALITY CONTROL DATA Pace Analyllt:81 Services, lilt:. U 1700 ElmStreet, Suite 200 Minneapolis, MN 55414 n Phone: 612.607.1700 Fax: 612.607.6444 L_J n Lab Project Number: 1064531 Client Project 10: Andover North A.ANDDVD302.00 u n ac Batch: B160B ac Batch Method: Associated Lab Sample 103976601 Analysis Method: Analysis Description: Percent Moisture 103976619 103976627 LJ n Ll n LJ M I J M u n u M . J n Ll M u " u M u M Ll ,., < I Date: 11/14/02 Page: IS of 19 M LJ n REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. u n ,_ Uto" ~..~ .eo". ~ "'... . . .. ~. LJ aca Analytical" www.pacBlabuDm QUALITY CONTROL DATA Pace Analytical SeIVlcBS, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607,1700 Fax: 612.607,6444 Lab Project Number: 1064531 Client Project 10: Andover North A.ANDOV0302.DO '1 u QC Batc": B1711 QC Batch Method: EPA 305Q: Associated Lab Samples, ..4~ ,ij1if.f;Y METHOD BLANK: ~~13040 Associated. '"'-)amples: Analysis Method: EPA 6010 Analysis Description: Metals. Trace ICP 103976593 103976601 103976619 103976627 103976635 ,.., U ., 103976593 103976601 103976619 103976627 103976635 Blank Reporting Units Result Limit Footnotes m9/kg NO 0.500 mg/kg NO 0.0500 m9/kg NO 0.500 mg/kg NO 0.300 m9/kg NO 1.00 L..J P.a . eter ~ _ 4~irtimony ~, Cadmium Chromium Lead Nickel 'l u ,.., U LABORATORY CONT~OL SAMPLE: 104013057 ., I L..J Parameter Antimony Cadmium Chromium Lead Nickel Units og/kg og/kg .g/kg .g/kg og/kg Spike Conc. 1. 000 1. 000 1. 000 1. 000 1. 000 LCS Result 0.9392 0.9496 0.9914 0.9932 0:9763 LCS % Rec 94 95 99 99 9B Footnotes '1 L..J ,..., o ,..., L.J MATRIX SPIKE &~TRIX SPIKE DUPLICATE: 104019062 104019070 103976601 Spike HS MSD HS MSD Parameter Units Result Conc. Result Result ; Rec ; Rec RPD Footnotes Ant i mony og/kg 0 47.96 30.37 40.76 63 71 29 1.1 Cadmium .g/kg 0.01629 47.96 46.9B 56.20 98 98 IB Chromium og/kg 6.289 47.96 55.38 65.05 102 103 16 Lead og/kg 2.999 47.96 52.23 61.58 103 102 16 Nickel og/kg 4.442 47,96 53.84 63,52 103 103 16 ,.., .J '1 u n J ,.., J Date: 11/14/C2: Page: 16 of 19 ., REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, WIThout the written consent of Pace Analytlcal Services, Inc. .J ,.., ; u ~"""'..... ~ to... ff ~ Date: 11/14/02 QUALITY CONTROL DATA n PIce Analytlc,1 Services, Inc. U 1700 Elm Street, Suffe 200 Minneapolis, MN 55414 ,., Phone:612.607.1700 u Fax: 612.607.6444 ,., Lab Project Number: 1064531 Client Project 10: Andover North A.ANDDV0302.00 103985875 OUP Units Result Result RPO Footnotes mg/kg NO NO NC mg/kg ND NO NC mg/kg 5.970 7.160 18 m9/kg 30.10 31. 90 6 mglkg 10.70 11.50 7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except In full, without the written consent of Pace Analytical Services, Inc. ,,,,,ceo, ~"""4. ..' f',. f ,...".. u ,., LJ ,..., u n l_J ,..., LJ n u ,., LJ n u ,., LJ ,..., l J ,..., u n u ,..., LJ ,..., u Page: 17of19 n u n LJ ,..., L aCt' Ana/yticat www.pacalabs.com J '1 QC Batch: 81887 L1 QC Batch Method: Associated Lab Sample '1 L1 '1 ~ SAMPLE DUPLlCAJ;E Vib4026513 h;c' ~,.c,' Paca AnalytIcal Sarr/cas, Inc. 1700 8m Stree~ Suite 200 Minneapolis, MN 55414 Phone: 612.607,1700 Fax: 612,607,6444 QUALITY CONTROL DATA Lab Project Number: 1064531 Client Project ID: Andover North A.ANDOV0302.00 Analysis Method: Analysis Description: Percent Moisture 103976593 103976635 Units t 103994935 Result 28.40 DUP Result 28.20 RPD Footnotes 1 SAMPLE DUPLICATE: 104026521 '1 L.J Parameter Percent Ho; sture " U ..., I L.J ,..., , L.J .., .J .., L.J '1 .J ..., ; L.J :-1 J ,., J Date: 11/14/02 .., J "l , ...I Units t 104010095 Result 9.900 DUP Result 10.90 RPD Footnotes 9 Page:lBof19 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, wllhout the written consent of Pace Analytical Services, Inc, \,ICCtI" ~".<. .:' ..... E ~ . . n Lab Project Number: 1064531 Client Project 10: Andover North A.ANDOV0302.00 Pace AnalytIcal ServIces, Inc. 1700 Elm Street, Suite 200 Minneapolis, MN 55414 Phone: 612.607.1700 Fax: 612.607.6444 u ace Analytical" www.pacelabs.com M u n Li QUALITY CONTROL DATA P n rounded concentrations are displayed and have been used to calculate % Rec and RPD values. u LCS(D) MS(D) DUP ND NC J ro1 Sample (Duplicate) (Duplicate) 1i cate ected at or above adjusted reporting limit Calculable stimated concentration above the adjusted method detection limit and below the adjusted reporting limit Adjusted Method Detection Limit Relative Percent Difference Surrogate The spike recovery was outside of acceptance limits. ri u n u n u n LJ n u M l j n u n u ,.., u ,.., u n u ...., l" r Date: 1l/U/OZ Page: 19 of 19 L. r REPORT OF LABORATORY ANALYSIS. This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, Inc. L. I. \.ACtG" ~... b.,. of ..... 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B ~ ~~ t s t5 :~~ ~ ~ .!!~~ ~ (,) iD : C " ~ OJ E 8~ E .20 --g e J= iii" "gllllll '2 E 6 ~ ~E ;, .E i G~~ ~ = i E.8~ E i~. F.!!!a:.= =0 III .. ,,'" HoeN I:JH tONH i'OSZH p9AlosoJdun "'I. 1'1 N N 1 ~ SJOU!B1UO:J' t'C ('() N\)NS N' 031831108 ! ~~ ,R ~ ~ ~ 3"'1 E .:.' "" 'i,;"l jg~,='!."" ;!<-~ 031:)3110:) ~ ~ - 31VO -~ . ~ .It- '" ~ 8 f300:JX'~lV"'=~~n.~ .' 1 ~ 8~~I~"5H1? """., ",,"'., : ::;: : (W"'i'l~~ ,,\t!o ,"'- '\:; JS hi'" "' '" "'[f~. ""'~ :i1", '(~ ~ ~i~~5~~~~ ~~, %mt}!!;f~t~' ;;..... N''!' :~. iW"~ 'no '",,, '. . E ~~i,"; t,;'?~ ':~'1J.:"~!~'~' , : :.! . , z z ~ ~ '[ e- o. o. - ......... - o ...... a; '" III D.. - .- III <: o ::: u .. oJ. lI)~ ~ i~\) i~ 'f~ -~ ~8. ;; . a:'" . . ! ~ ~ ~!~ ~'.'t \ ~.,. t~ ""'r- -~ gj ~.~ .- <;::-. ~ j o z w --s::> it = ::;; < Ul . . ~ , u . . r-, , .,R -e.~' ?... Li . ~ ::. .,.;, ~ L.J ~ ,,'-. ~ 8 } Ji ~ 8 .,.,,,,,I"'~,, '':It'...~.~ ~'. .,.~t,:::Iil~~f;:; ,.,pt,.; ~> '; 'j" , .-,(.'" ~.' :,'.. -.' . .; ., . ~. . : . .. . ~ .' . . " l\'\:: ,.., I " o ~ ~ "t ] ~ 10 '" '" ~i ~I '=- ~~ ~'g ~lI) ~ o. w ~ ~ '~,ii;'i.'~~; ;1i.i~ ,Y;Ji. ; ..c :>' .' '..~ ~:\;!;,) -:,;.....:,..,I"t'";-;', '- W ~;~ .~,~ ;","w.. .J t56~ '~t . J-<~~~:.. Q. ~N:2........ N N\ :E .s::. I Ul . "I o 5.Q '~~';t::o.- ~ <( ~ !1)"ll., ~~~. - ~ en 0 ~ '\'4-.3 ~""~~., ..'~ I \ I \ \ ~ ~ ~ j, ~ .~~ ~ E U ,'" J ~i ~ ~~!~ ~! e " -; ~ ~ \n '.... i~ J~\~l-~ ...~t.,) _ Vl (..l NJ~ r'll"d ! ~ . I V J 'S:!:g , Ii S ~ L.J c ~; : ,'." " ~J:: ;t -;c ~ > . . ,.. Z'~~ ~ cffi, ji o ~ E ~ E c - (p_ '0 E z C:o_t1o o 0 0 0 (,) 00 "C 0 en 'ii ~~.~~-a~ :EEgQ)~" ~~a:U)(J)~ ..J < z Q " o , t'" #W3J.1 n .J n J n J "'1 .J n J '1 u "'1 u "'1 L.J " , u " .J " .J n I L.J n , L.1 " J n L.J n u n .J ..., u n u 1~"'EH MEMORANDUM 3535 Vadna s Center Drive, St Paul, MN 55110-5196 651.490,2000 800.325.2055 651.490,2150 FAX TO: Chad Setlerholm, P.E. FROM: A.J. Schwidder, P.E. DAlE: November 22, 2002 RE: Andover Station North Geotechnical Recommendations SEH No. A-ANDOV0302.00 Intrc duction This memo presents geotechnical recommendations for the Andover Station North Development in Andwer, Minnesota. This development will consist of a mix of park areas, residential lots, and retaiVcommerciallots. Proposed construction includes an extension of Jay Street NW between Bunker Lake Boulevard NW and Hanson Boulevard NW, construction of one traffic signal, utilities (water, sanitary sewer, storm sewer), and a regional pond. General site grading will also be performed for resi,ential and commercial lots and the park areas. This grading does not include pads for individual strue tures. Sco/'e of Work The scope of services for this geotechnical investigation included 21 borings ranging in depth from II to 32 feet, laboratory testing, geotechnical evaluations, and this memo. Laboratory work included perf Jnning 7 grain size analysis tests, 2 organic content tests, and 2 moisture content tests. The logs of the ',orings, along with laboratory test reports and a boring location plan are enclosed with this memo. The project is located northwest of the intersection of Bunker Lake Boulevard and Hanson Boulevard in Am over, Minnesota. Grc undwater Grcundwater was encountered at depths of 3.9 to 12.7 feet below the ground surface in all borings except Borings I, \3, 17, 18, and 19. Boring 18 was performed in a low-lying area in the northwest comer of the site. and there \vas 0.3 foot of water above the ground surface there. Borings I, 13, 17, and 19 did not enounter groundwater. Th( groundwater ranged from 5.8 to 9.4 feet below grade in the proposed pond area. The shallower grolndwater (3.9 feet) was encountered in the low-lying area in the northeast portion of the former An, lover Auto Parts. The groundwater levels observed in the borings vary a lot considering that the natural soils at this site cor sist largely of sand. It is likely that perched groundwater will be encountered in the vacinity of Boring 10 overlying buried swamp deposits. These readings were taken in the borings within I to 2 hours after conpletion of.drilling, and no casing or screens were placed in the borings. To provide a more accurate Short ElliotlHendricksonlnc. YourTrusledAesource Equal Opportunity Employer n .J ,.., .J n J n .J ,.., J n I U n , u n I L.J ,.., J n .J ,.., u n .J ,.., L.J ,.., .J n u n u ,.., I U n .J n L..I Andover Station North Geotechnical Recommendations Nove:nber 22,2002 Page 2 meast:re of groundwater levels, installation of piezometers would be necessary to monitor the groun jwater levels over an extended period of time. Jay S;reet The I,roposed alignment for Jay Street is shown on the enclosed boring location plan, and Borings 1 throu;h 6 lie along this alignment. Borings 1, 2, and 5 encountered 1.5 to 4 feet of fill at the ground surface. The fill consisted of sand with silt. Borings 3, 4, and 6 encountered 0.5 to 1.5 of topsoil at the grourd surface. Beneath the fill and topsoil, coarse alluvium was encountered, and this soil consists of poorl y graded fine sand and sand with silt. Prior to construction of Jay Street, the upper I foot of soil (topsoil and/or fill) shall be removed from the construction area. This soil may be placed in other areas of the site where it will not support pavements or stluctures. Prepare the embankment foundation in accordance with MnlDOT 2105.3B. This requires that t~e foundation be compacted with four passes of a tamping roller prior to placement of fill. Addicional fill needed to achieve the desired grades for the road shall consist of Select Granular Borrow, according to Mn/DOT 3149.2B2, within 3 feet below the aggregate base of the pavement. Granular Borr,)w (MnlDOT 3149.2BI) may be used for fill where it is greater than 3 feet below the aggregate base of th, pavement. The soils that will be excavated at the proposed pond site meet the requirements of Seled Granular Borrow, so these soils may be used as fill to grade Jay Street in this zone. In addition, see the' Former Anoka Auto Wrecking Site" section in this memo for a description of soils from that area that :neet the requirements of Gmnular Borrow. Eacl, lift of reworked existing soil or new fill within 3 feet below the aggregate base of the pavement shall be compacted to a minimum of 100 percent of Standard Proctor maximum density (ASTM D 698). These soils more than 3 feet below the aggregate base shall be compacted to a minimum of 95 percent of Stanjard Proctor maximum density. Test-roll the prepared subgrade according to Mn/DOT 2111 and prep Ire the unstable areas according to MnlDOT 2112. With the subgrade prepared as described above, an R-Value of 70 may be used for designing the paVE ment section. Soil; encountered on the Great River Energy parcel do not meet the requirements for granular borrow or seled granular borrow and should not be used as fill beneath Jay Street. However, these soils may be pla"d where they will not support pavements or structures. Pan i Construction Conventional excavation equipment and methods may be used to perform the excavations for the proposed pond. The natuml sand and sand with silt encountered in Borings 15 and 16 in the pond area is suit rble for use as structural fill anywhere on the site, and it meets the requirements for Select Granular bon ow (Mn/DOT 3149.2B2). Excavations will likely extend below the groundwater table. With the sands on this site, installation of san,j points or wells will be required to maintain the groundwater table below the bottom of the pond exc rvation during construction. Maintain the groundwater level at least 2 feet below the bottom of the exclVation to ensure the stability of the bottom of the excavation. ,.., J ,.., u n J .., J ,.., ..1 '1 LJ J n L..J .., J " , L..J .., u .., L..J n L..J .., LJ n U n u .., L..J n U .., , u Andover Station North Geotechnical Recommendations Nov( mber 22, 2002 Page 3 Use : ide slopes of 3 horizontal: I vertical or flatter for the pond. Prompt establishment of vegetation is esser tial for preventing erosion of the pond side slopes. A minimum of 4 inches of topsoil shall be placed on tl e pond side slopes to establish vegetation, or specify a seed mix/vegetation that grows well in a sand:, soil. Use a Category 3 erosion control blanket on pond side slopes according to Mn/DOT 3885 to prevent erosion during establishment of vegetation. If the pond bottom is 9 feet or less below existing grade, the pond will not be able to maintain a constant water level unless a clay liner is constructed. On-site soils suitable for constructing a liner are scarce, so suitable soil will need to be imported to construct the liner. Without the clay liner, the water levels will fluct uate in the pond, and the pond may dry out during periods of low precipitation. If th, pond bottom is more than 9 feet below existing grade, the water level in the pond will be a general reflection of the groundwater table at this site. Therefore, the water level in the pond will be maintained at a Jproximately 9 feet below existing grade. It should be recognized that excavations below the grot ndwater table will require dewatering with sand points or wells. Forner Anoka Auto Wrecking Site Cortaminated soils were encountered in the northeast corner of the former Anoka Auto Wrecking site. It was not in the scope of this geotechnical exploration to identify or characterize soil or groundwater con amination at this site. Please refer to the SEH report titled "Phase II Environmental Site Assessment, Am'over Station North" for a description of the soil and groundwater contamination at this site and methods ofremediation. ThE zone of contaminated soil identified corresponds to the location of Borings 10, I I, and 12. The fill encJuntered in these borings, and the underlying natural coarse alluvium (sand and silty sand) meet the req lirements of Mn/DOT Granular Borrow. From a geotechncial standpoint, these soils are suitable for use as fill where they will be 3 feet or deeper below the aggregate base course for Jay Street. However, sin,:e these soils have been identified as contaminated, it is necessary to follow all recommendations for har dlinglplacing of contaminated soils that are described in the SEH report referenced in the above pangraph. The placement of these soils beneath the street may not be allowed due to the contamination. Please be aware that a zone of topsoil was encountered between depths of 4.5 and 7 feet in Boring II, and a zone of organic clay was encountered between depths of 4 and 7 feet in Boring 10. These zones of soil are not suitable for use as fill beneath the Jay Street or in any other areas where they will support stf'lctures Of pavements. G<neral Grading Recommendations Before performing any site grading, remove the topsoil and vegetation from the construction area and st( ckpile it for reuse on the site. The topsoil/root zone thickness ranges from 0.5 to 1.5 feet in thickness, ac<:ording to the borings. Be aware that not all of the borings identified a topsoil layer, but they did identify a zone of roots near the ground surface. This is most likely due to the fact that the upper soils Wt re removed from a large portion of the site and used at the adjacent landfill. T1.e soils encountered on this site consist generally of sand, sand with silt, and silty sand, and these soils ar" suitable for general grading. They can be excavated with conventional methods and equipment, and th 'yare best compacted with vibratory compaction equipment. Compact all fill to 100 percent of Stmdard Proctor, maximum density (ASTM D 698), using lifts of 12 inches or less. ., I L.J ,..., J ., J ,..., i L.J ., .J ,..., L.J ., , .J ,.., L.J '1 u 'I .J ., , .J "1 U ,..., L.J ,..., U ,..., u ,..., I U ,..., u ,..., .J ,..., u Andover Station North Geotechnical Recommendations Nove mber 22, 2002 Page 4 Organic Soils Boring 18, in the low-lying area in the northwest comer of the site, encountered peat soils to a depth of 10 feet below grade. If any fill is placed in this area, or if any structures are built there without removing the peat, settlement of the ground surface or structure wiJl occur. This settlement will occur over an extended pericd of time, perhaps years. This entire zone of peat is below the groundwater table, making it expe1sive and difficult to remove. The least costly option of dealing with these soils is to not grade this area lnd maintain it as open space for the park. A zene of organic clay was encountered in Boring 10 between depths of 4 and 7 feet below existing grad ,. This organic clay is compressible and must be completely removed and replaced with suitable engi leered compacted fill prior to construction of structures or pavements in this area. Utility Installation The on-site sand, sand with silt, and silty sand soils can be excavated using conventional excavation equi pment. The natural angle of repose will be 1.5 horizontal to I vertical, so use trench side slopes of 1.510 I or flatter. The on-site sand, sand with silt, and silty sand is suitable for use as pipe bedding. Trellches shall be excavated to the desired elevation of the bottom of the pipe. Scarify and recompact a min :mum of 6 inches of soil at the bottom of the trench, then place the pipe on the compacted soil at the bott)m of the trench. Place on-site sand, sand with silt, or silty sand around the bottom of the pipe up to the centerline, and compact this soil to a minimum of 90% of Standard Proctor maximum density (ASTM D 6 )8). Care should be taken to ensure that the soil is worked completely around the bottom half of the pipe, and maximum lift thickness for soil in this zone shall be 8 inches. Trench backfill placed above the pipe shall be compacted according to the guidelines in the "General Grading" section of this memo. This wOllld correspond to a Type 5 bedding in A WW A C600-99 and A WW A C605-94 or Class B bedding acording to section 5-294.340 of the Mn/DOT Drainage Manual. If any utilities are placed through the areas where peat soils were encountered, completely remove the peat from beneath the utility. These areas include the low-lying area in the northwest comer of the site and the northeast portion of the former Andover Auto Parts site. Uti lities placed more than 7 to 9 feet below existing grade will require dewatering with sand points or we Is. To maintain stability of the excavation bottom, maintain the groundwater at least 2 feet below the bottom of utility trenches. Ch,ocked by: WSW Enclosure: Boring Logs, Laboratory Test Reports, Boring Location Plan, and Site Map ,..,. ,,' 4 " , .... " .J ,.., LA " .... 1 LA ,.., .... " , .... " w " J ,.., u ,.., .J 1 w " , .... ,.., .... " LA " .... " .... ,.., w I] AMERICAN l ENGINEERING TESTING, INC. I!!Il!!B , CONSULTANTS . GEOTECHNICAL . MATERIALS . ENVIRONMENTAL REPORT OF SUBSURFACE BORINGS PROJECT: REPORTED TO: ANDOVER STATION NORTH ANDOVER,MINNESOTA SEH 3535 VADNAIS CENTER DRNE ST. PAUL, MN 55110 ATIN: RON FARMER AET JOB NO.: 01-01428 DATE: NOVEMBER 6, 2002 INTRODUCTION Dur.ngthe period of October 14, 2002 to October 17, 2002, American Engineering Testing drill ~ 21 test borings at the referenced project site. The scope of services (boring location, depti, etc.) was as requested by SEH. son Borings Procedures The boring locations were made at the approximate locations staked by SEH. We have not included a sketch indicating the boring locations or ground surface elevations at the horing locations as it is our understanding this information will be supplied by others. Except for boring #18, the boring and sampling was done using the split-spoon, auger, and mud rotary methods. Because of limited access, Boring #18 was advanced using a 4" hand auge r and only disturbed samples were collected. Refer to the attached sheet (Boring Log Notes) for additional information. This document shall not be reproduced, except In full, without written approval 01 American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EaUAl OPPORTUNITY EMPLOYER n u n AET #01-01428 - Page 2 of 3 u All boreholes, except Borings #10, #11 and #12, were backfilled with drill cuttings. Because Borings #10, #11 and #12 exceeded 25' in depth and encountered ground water, these borings were sealed with bentonite grout. n u n u A field log was maintained for each soil boring, Information on field logs include: contacts between soil layers; geologic identification (driller's opinion) of materials; notes; and other information. n Ll .., Ll Soil samples were then examined in the laboratory, and soil classification information was added to the field logs. Soil identifications and descriptions are in accordance (generally) with the ASTM Visual-Manual (D2488) system as shown on the attached sheet. Peat classification is based on (estimated) fiber content, as described in ASTM D 4427. The samples will be discarded or returned to the Client at AET's discretion; unless within 30 days' of the report date, the client provides a written request that AET store or ship the samples, at the client's expense. n Ll n Ll n L.J n Typed logs were then prepared from field logs. The typed logs may not contain all information shown on field logs. (Field logs are available for inspection by our client,) u n Results Typed copies of the field logs are enclosed. Refer to the attached logs for a description of the subsurface conditions encountered in the borings. The logs show: the depths to the contacts between the soil layers; the identification and geology of the soils; water level measurements; standard penetration resistance. (N-column); the results of laboratory tests; and other information. .Refer to the attached sheets (Boring Log Notes, Classification of Soils for Engineering Purposes, and General Terminology Notes) for descriptions of terminology used on the logs. u n L.J n u n u ..., Laboratorv Tests Moisture content, sieve analysis, and organic content tests were performed on samples selected by SEH. The results of the tests are presented on the attached boring logs and gradation curves. u n ,j ., ;,J ., .J ., oJ ,..,' J ,.., LJ ,.., J ,.., J '1 .J ,.., ; u ,.., I U ,.., J 1 u '1 u 'l J '1 .J ,.., I U ,.., I .J ,.., i U ,.., u ,.., .J '1 .J n L.J AET #01-01428 - Page 3 of 3 REMARKS Subsur;'ace soil and ground water conditions can vary from that encountered in the borings at other locations, depths and times. Refer to the attached sheet for more information regarding limitatbns of subsurface exploration. . As reqlested by SEH, this is a factual report only. To prctect the addressee, the public, and ourselves, this report (and all supporting information) is prO\ ided for the addressee's own use, No representations are made to parties other than the addres;ee. Amen::an Engineering Testing, Inc. appreciates this opportunity to be of service to you. If you have any questions or need further help, please call me at (651) 659-1356. Repor: Prepared By: 'E1J:cJ ~ ~ Pat Fr ancis Drilling Manager ..'1] AMERICAN ENGINEERING JESTING, INC. n LJ SUBSURFACE BORING LOG n AET JOB NO: 01-01428 LOG OF BORING NO. 1 (P. 1 of 1) PROJECT: Andover Station North; Andover, MN DEPTII SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD 4< LABORA TORY TESTS IN N MC TYPE IN. FEET MATERIAL DESCRlPTION WC DEN LL PL Yo-200 Fill, mostly sand with silt, a little gravel, dark FILL 11 M 55 ' 20 1 - brown 11 2 Fill, mostly sand with silt, brown and dark :-- brown 20 M X 55 16 3 4 - ... ..:. 5- Sand, fine grained, light brown, moist, medium :. 2 COARSE 12 M SS 18 dense to loose, a lense of dark brown sand with r:.. AIl..UVlUM 6- silt at about !OW (SP) I," . . , 7- . . 8 - 8 M IX S5 16 9 - c:::. '-' 10- 6 M S5 16 11 . . END OF BORING Note: Boring drilled 5' west of staked location. DEPTIl: DRIllING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRlLLING WATER TIrE ATTACHED 0-9!1a' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL 10/16/02 11:35 11.0 9.5 11.0 None SHEETS FORAN EXPLANATION OF - COMPLETED: 10/16/02 TERMINOLOGY ON CC: GL CA: DS Rig: 3 I THIS LOG u .n u n u n LJ .., u n u n LJ n u n LJ n L1 n LJ ,., u n u ., ;j ., ". ., ;J ~ ~ . 2/99 I T (] AME~liCAN u 1 ENG1NEERING M" TES1ING, INC. I U SUBSURFACE BORING LOG M I U AETJOBNO: 01-01428 PROJECT: Andover Station North; Andover. MN LOG OF BORlNG NO. I I 2 (p.l ofl) GEOLOGY N MC SAMPLE TYPE I I REC FIELD &. LABORATORY TESTS IN. WC DEN LL PL Yr20C ;l u DFfi.,TH SUR:'ACEELEVATION: FEET MATERIAL DESCRIPTION Fill, rr.ostly siltY sand, a little sand, silt and roots, FILL 1 _ dark t rown and brown ""1 LJ 2- Sand.vith silt, fine grained, brown, moist, medhm dense (SP-SM) 3 - 'l u 4- M I t"J 5 _ Sand, fine grained, light brown, moist, loose (SP) 6- "1 u 7 8 Sand, fine grained, brown mottled, moist to wet, loose (SP) 'l J 9 - Sand, fine grained, brown, waterbearing, loose (SP) 10 - rl u 11 END OF BORING ., J 1 'U ., U H J r"I u J DEPTH: DRll..LING METHOD n J 1 u 0-9\1,' 3.25" HSA DATE 10/15/02 10/15/02 COMPLETID: 10/15/02 cc: GL CA: DS Rig: 3 2199 .., I U TIME 11:55 12:10 ,. . > .: r: COARSE ... ALLUVIUM . .. 7: :.... \ 9 M 17 M 8 x SS TI J.l .u M V S5 7 ~X 55 10 W 55 55 21 17 14 WATER LEVEL MEASUREMENTS SAMPLED CASING CAVE-IN DRll..LING DEPTIl DEPTH DEPTIl FLUID LEVEL 8.5 7.0 8.4 11.0 None 8.0 11 9 WATER LEVEL 8,2 7.8 NOTE: REFER TO THEATIACIlED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON TIllS LOG .~ AMERICAN ENGINEERING TESTING, INC. .., u SUBSURFACE BORING LOG n AET JOB NO: 01-01428 LOG OF BORING NO. 3 (p.l oft) PROJECT: Andover Station North; Andover. MN DEPTII SURFACEELEVATJON: GEOLOGY SAMPLE REC FIELD & LABORATORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL V~20( Silty, ~,;"d with roots, ~~k brown, moist, very f4 TOPSOIL OR MM f ' , Iloose SM) (mav be fill . , FILL 1 - .' 6 SS 18 2 - I:>.:': l- .,:" 3 - Sand, fine grained, light brown, moist, medium f>. 15 M X SS 17 dense (SP) 4- ',' h ','=". .1..i . S ....:..... COARSE 13 M SS 18 ALLlNIUM 6- 1:< ... 7 Sand with silt, fine grained, brown, moist to wet, J' 8 loose (SP-SM) 7 ~ SS 15 9 - Sand, fine grained, brown, waterbearing, .i medium dense (SP) ........... 10 - '" X > 12 W SS 9 II END OF BORING DEP1H: DRILLING MElliOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CA YE-IN DRILLING WATER TIlE ATTACHED 0-9V,' 3.25" HSA DEPTIf DEPTII DEP1H FLUID LEVEL lEVEL 10/15/02 11:10 8.5 7.0 8.2 NODe SHEETS FOR AN 10/15/02 11:30 11.0 NODe 8.3 8.1 EXPLANATJONOF COMPLETED: 10/15/02 TERMINOLOGY ON CC: GL CA: DS Rig: 3 I nus LOG u ,.., LJ ,.., u n 'J r'1 U n lJ ,.., u n u n u n L ",. 1..1 n L1 ., i.l " oJ ., .. ~ J , I 2/99 JI] J AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG 1 u AET JOB NO: 01-01428 LOG OF BORlNG NO. 4 (p. 1 of 1) PROJECT: Andover Station North; Andover, MN DEPTIl SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD k LABORATORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-200 h~~~ smd with w~ts, dark brown, moist, loose ~ : TOPSOIL OR . S Imav be fill I FILL 1 - . 6 M SS 16 2- '"" 3 - Sand, fine grained, light brown to brown and 10 M SS 16 light t rown mottled, moist, loose (SP) .. 4- </ " . . COARSE ALLUVIUM 5 - , . 6 M SS 13 6- ........... .. . . .. y: 7 8 4 W X SS 12 Sand'vith silt, fine grained, brown and dark ,. 9- browr. mottled, waterbearing, very loose to loose ' .. (SP-S \f) .. J..; 10- S X w SS 13 .... 11 END OF BORING DEPTH: ::JRlLLING METIlOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER TIffi A TIACHED 0-9'h' .3.25" HSA DEP1H DEPTIl DEPTIl FLUID LEVEL LEVEL 10/15/02 10:30 8.5 7.0 7.3 7.1 SHEETS FOR AN 10/15/02 10:45 11.0 None 7.0 None EXPLANATION OF COMPLETED: 10/15/02 TERMINOLOGY ON CC: GL CA: DS Rig: 3 TIllS LOG 2/99 1 u ... I U ,...., l.J ,.., J '"' I V n I U n .J 1 u rl U J ..., J ~ u n J ..... I u 1 u "1 u ~.~ ,., AMERICAN ENGINEERING TESTING, INC. u SUBSURFACE BORING LOG M AET lOB NO: 01-01428 LOG OF BORING NO. S (p.1oft) PR01ECf: Andover Station North; Andover. MN DEPlH SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD'" LABORA TOR Y TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL 'Y~200 I - 10 M SS 20 2 - Fill, mostly sand with silt, dark brown, brown FILL and light brown 3 - 6 M X SS 14 J:i 4 ~.... f::. 5 - X [i 7 w SS 16 6- Sand, fine grained, brown mottled to light gray, COARSE J:; waterbearing, loose (SP) l> ALLUVIUM .J.1 7- .... . '. 8 - 10 W X SS 15 , Ii} 9 - .L: 10- . . W ' , 6 SS 10 .. 11 END OF BORING . DEPlH: DRILLING MElHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CA VE.IN DRILLING WATER 1liE AITACHED 0-9V, . 3.25" HSA DEPTIi DEPTIi DEPTIi FLUID LEVEL LEVEL 10/16/02 1:10 6.0 4.5 4.2 4.5 SHEETS FOR AN EXPLANATION OF COMPLETED: 10/16/02 TERMINOLOGY ON CC: GL CA: DS Rig: 3 c- TIllS LOG u ..., L.1 -. u ..., lJ r-'\ L.J n , j M L.J ,.., u n u f, " ,.J. u ,... u '" , L.J ,., LJ ~ u M u n LJ ....., 2/99 u 'In driJ AMERICAN ENGlNEERlNG TESTING, INC. 01-01428 1 u AET JOB NO: SUBSURFACE BORING LOG Andover Station North; Andover, MN LOG OF BORING NO. 6 (P. 1 of 1) n I :...J PROJECT: J DEPTII SURI'ACEELEVATION: GEOLOGY SAMPLE REC FIELD'" LABORATORY TESTS IN N MC TYPE IN. FEET MATERIAL DESCRIPTION WC DEN LL PL l'..2()( Sand \lith silt and roots, dark brown, moist, :' TOPSOIL OR 1 - loose (SP-SM) (may be fill) :: FILL 8 M S5 20 ,.., , L.J 2- 3 - r-l LJ .....:..... .::. 6 M S5 t>.:, ....:.,.. COARSE .,.::... ALLUVIUM 4 Sand, : ine grained, light brown, moist to 9' then waterb'llling, loose (SP) S - h I l) 6 - "1 u 7- 8- r1 , LJ 9 - 10- "1 u 11- END OF BORING r1 I) '1 u .., u r-l L.l ,.., J "l u DEPTII: DFILLING METIIOD J 0-911,' 3,:5" HSA "1 u COMPLETED: 10/15/02 CC: GL CA: I:J Rig: 3 1 2/99 U h .':.,. :"::..- \: . .< 6 M 55 6 55 :: .......... y 6 W 55 20 DATE WATER LEVEL MEASUREMENrS SAMPLED CASING CAVE-IN DRILLING DEPTII DEPTII DEPTII FLUID LEVEL TIME 10/15/02 10/15/02 3:10 3:15 8.5 11.5 7.0 9.5 8.5 7.3 19 16 17 WATER LEVEL None 8.9 . NOTE: REFER TO lHEATIACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON TInS LOG ...(1 AMERICAN ENGINEERING TESTING, INC. n 1..1 SUBSURFACE BORING LOG n AET JOB NO: 01-01428 LOG OF BORING NO. 7 (P. 1 of 1) PROJECT: Andover Station North; Andover, MN DEPl1l SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD &. LABORA TORY TESTS IN N MC TYPE IN. %-20< FEET MATERIAL DESCR1PTION WC DEN LL PL Silty sand with roots, black, very loose (SM) TOPSOIL 1 - 2 M S5 22 2- I- Silty sand, fine grained, dark brown, moist, very MlXED 3 - loose (SM) ALLUVIUM 4 M S5 18 28 4 . 5 - Sand, fine grained, light brown, moist, loose 6 M S5 12 6 - (SP) h :. :y," 7 .> . Sand with silt, fine grained, brown, wet, loose II X 8 (SP-SM) 9 W S5 14 COARSE ALLUVIUM 9- .' , ........ 10 - Sand, fine grained, brown, waterbearing, loose to .. W I~ 5S 10 8 tl- very loose (SP) , I.f- 12 - ... ,L ;:": 13 - ; 6 W SS 12 14 - 0:; . I'-' 15 - :.;.,' ,':. 3 W 55 10 16 - .. END OF BORING DEPTII; DRILLING METIIOD WATER LEVEL MEASUREMENTS NOTE; REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER TIlE A TI ACHED 0-14l1,' 3.25" HSA DEPl1l DEPl1l DEPl1l FLUID LEVEL LEVEL 10/15/02 12:50 8.5 7.0 7.5 6.9 SHEETS FOR AN 10/15/02 1:30 16.5 EXPLANATION OF COMPLETED: 10/15/02 TERMINOLOGY ON CC: GL CA: KJ Rig: 3 THIS LOG LJ r-, G M LJ n u \~ u , . . , ," L.J , , LJ r. LJ " ~I ,'" LJ ... u " LJ n u r1 LJ " l) .., LJ ...., u 2/99 ~~ J J AMERICAN ENGJNEERlNG TESTING, INC. 01-01428 Andover Station North; Andover. MN PRomcr: AET JOB NO: ,....; I U DEPTIi IN FEET rj I o '1 LJ n .J '1 J ,.., I U ,.., I LJ '1 I Lj ,.., I L.J ..., u n I U ,.., , J ,:,~ . L.I SURF ACE ELEVATION: MAlERIAL DESCRIPTION I _ Fill, ffi'Jstly silty sand, trace root, pieces of glass, dark blown and brown 2 SUBSURFACE BORING LOG GEOLOGY FILL Sand" ith silt, fine grained, brown, moist, loose .,. (SP-S~ I) (may be fill) 3 4 - Sand" ith silt, fine grained, brown mottled, 5 moist, 'oose (SP-SM) (may be fill) 6 7 - 8 - 9 10 Sand, to ne grained, light brown, waterbearing, II - loose te medium dense (SP) 12 - I3 14 - Sand, fi 1e grained, light gray, waterbearing, mediwr. dense to loose (SP) 15 - 16 END 0 F BORING DEPTIi: DRLLING METIfOD ,.., J 0-14W 3.25" HSA '1 u DATE TIME 2:00 10115/02 COMPLETED: 1 J/15/02 CC: GL CA: KJ Rig: 3 'l 2/99 ...J ... COARSE . . : ALLUVIUM .. ...' OR FILL ". :. :..:-: <> COARSE .:::: ALLUVIUM ,. : .... .. ,. LOG OF BORING NO. 8 (p.1 ofl) REC FIELD & LABORATORY TESTS N MC S1W~ IN. WC DEN II PL Y~20 M M ss 13 14 8 M SS 15 Ji J.i 1.,; 7 M X SS 17 .... 5.:t SS 18 ,.., 5 w SS 12 12 W SS 9 8 W ^ SS 12 WATER LEVEL MEASUREMENTS SAMPLED CASING CAVE-IN DRILLING WATER DEP1H DEP1H DEPTIf FLUID LEVEL LEVEL 11.5 9.5 9.0 8.5 . NOTE: REFER TO TIfE AlTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON TIllS LOG . ....... 'D AMERICAN ENGINEERING TESTING, INC. u SUBSURFACE BORING LOG ,., L.J AET JOB NO: 01-01428 LOG OF BORING NO. 9 (p. 1 of 1) PROJECT: Andover Station North; Andover, MN DEPTIi SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD 8< LABORATORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL Y~200 Fill, mostly silty sand, black to dark brown FILL \- 7 M SS 15 2- Sand with silt, fine grained, brown to light M X 3 - brown, moist, loose (SP-SM) 8 SS 20 4 y.~ - l1' 5 - 10 W SS 15 6 - . 7- Sand, fme grained, brown, waterbearing, loose to COARSE medium dense to very loose to loose (SP) . ALLUVIUM 8 - 10 W SS 15 ... ... 9 - .. T 10 .. ~ 11 M S5 12 Il- l. '- I 12 - I 13 - 3 W SS 8 14 - tI 15 - 7 W SS 12 16 ,.. END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO . SAMPLED CASING CAVE-IN DRILLING WATER 0-141'.' 3.25" HSA DATE TIME DEPTIi DEPTH DEPTH FLUID LEVEL LEVEL 1HEATTACHED 4\1,-141'.' RD wfDM 10/17/02 12:40 6.5 4.5 4.7 4.2 SHEETS FOR AN EXPLANATION OF COMPLETED: 10/17/02 TERMINOLOGY ON CC: DS CA: WP Rig: 3 TIllS LOG ~ u n L.J ., , J n lJ , ' u " LJ n u n u n L. n LJ ,.., LJ ,., u n '--1 r. u n u n u ,-, L 2/99 .J(1 ..., J AMERICAN ENGlllEERING TESTI~G, INC. SUBSURFACE BORING LOG PROJECT: AET JOB NO: 01-01428 Andover Station North; Andover. MN J DEPTH IN J FEET J .-, LJ rr u J .., J J n :...J ,., L.J ,., o..J n J "1 .J ,., 21 I SURFACE ELEVATION: MA TERrAL DESCRiPTION 1- 2 _ Fill, mo' tIy sand with silt, dark brown 3 - 4 5 - Organic :lay, black, soft (OHIPl) 6 - 7 8 _ Sand, fu:e grained, gray, waterbearing, loose (SP) 9 10 Sand, fin, grained, light gray. waterbearing, II - loose to "ery loose (SP) 12 - 13- 14 - 15 - 16 - 17 - Sand witIl silt, fine grained, light gray. waterbem fig, medium dense to loose, laminatio 1S of dark gray silty sand (SP-SM) GEOLOGY FILL ""'" ;!,U ~ SWAMP Y4 DEPOSIT l>L;! I~'''' I' > ....... I., .. COARSE ...:..IALLUVIUM .:> ':,., LOG OF BORlNG NO. 10 (p.l o(2) SAMPLE REC FIELD & LABORATORY TESTS N MC TYPE IN. WC DEN LL PL Yr20C 4 M 3 M y 2 M 55 15 55 20 55 12 74 iJ:; fl.l . 9 W 55 15 II 5 W 55 24 'J 3 W 55 12 19 W 10 W u ~ ,. 1 c.J 1 ;.,J 18 - 19 - 20 DEPTII: DRll LlNG METHOD I DATE 10/17/02 TIME 11:40 COMPLETED: 10,17/02 .., CC: DS CA; W.' Rig: 3 I 2/99 ..J ) SS 15 55 15 WATER LEVEL MEASUREMENrS SAMPLED CASING CA VE-lN DRlLLlNG DEPTII DEPTII DEPTII FLUID LEVEL 9.0 7.0 0-9Y:' 3.25" HSA 9\1,-24\1,' RD ''VIDM 7.0 WATER LEVEL 4.7 NOTE: REFER TO TIlE A IT ACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON TIllS LOG Il AMERICAN ENGINEERING TESTING, INC. r u SUBSURFACE BORING LOG r< l..J AET JOB NO: 01-01428 LOG OF BORING NO. 10 (p. 2 of2) PROJECT: Andover Station North; Andover. MN DEPTIt GEOLOGY I SAMPLE REC FlaD & LABORATORY TESTS [N N MC FEET MATERIAL DESCRIPTION TYPE [N. WC DEN LL PL 0/0-200 Sand with silt, fme grained, light gray, 23- waterbearing, medium dense to loose, laminations of dark gray silty sand (SP-SM) 24 COARSE ALLUVIUM 25 - Sand, fine grained, light gray, waterbearing, . medium dense (SP) . 11 W S5 15 26 - :.. END OF BORING I. n u n l..J r' u n " ~ LJ n u ~ u ,..., l..J ,.., Li r< LJ r< u n LJ ,..., L.l ,..., u {'. u ..... L .... L 2/99 ,JI] .., L.1 AET JOB NO: J DEP1H IN J FEET J PROJECT: .., U 4- '1 W '1 J r, J ., J '"I u '1 I U n L.j r-, J '1 u' ,., , LJ ., , AMElUCAN ENGL'ffiERING 1ESrNG, INC. SUBSURFACE BORING LOG 01-01428 Andover Station North; Andover, MN SURF. \CE ELEVATION: MATERIAL DESCRIPTION 1 _ Fill, me stly sand with silt, brown and dark brown 2 3 - Fill, me stly silty sand, black, dark brown and brown 5- Silty sa.d, fine grained, black, moist, loose (SM) 6 - 7 8- Sand, fi 1e grained, brown, waterbearing, loose to 9 - very loe se (SP) 10 11- 12 13- 14 - Sand, Ii.e grained, light gray, waterbearing, 15 _ loose (S P) 16 - 17 18 19 20 - 21 - DEP1H: DRLLING ME1HOD DATE TIME 0-9Y.' 3.25" HSA 9Y...24Y.' RD wlDM J 1 ...J 10117/02 10:33 COMPLETED: 1 )/17/02 CC: DS CA: \' /P Rig: 3 2/99 1 ..J GEOLOGY FILL , TOPSOIL >: .:...., .',>:: :> ....::.. '. < COARSE .' ""'.' ALLUVIUM ..... , : [ Vi F: I> II>': .',.;. ..... I " , " '. LOG OF BORING NO. 11 (P. 1 of2) SAMPLE REC FIELD & LABORATORY TESTS N MC TYPE IN. WC DEN LL PL o/r200 15 M 16 M 6 M 10 W 4 W 7 W 9 W 8 W y SS 20 SS 20 SS 15 SS SS tI SS tI SS SS T WATER LEVEL MEASUREMENrS SAMPLED CASING CA VE.IN DRILLING DEPTIf DEPTIf DEPTIl FLUID LEVEL 9.0 7.0 7,0 15 12 12 12 12 WATER LEVEL 6.7 NOTE: REFER TO TIlE ATTACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON TIllS LOG n ~ AMERICAN ENGINEERING TESTING, INC. u SUBSURFACE BORING LOG r'1 LJ AET JOB NO: 01-01428 LOG OF BORING NO. 11 (p.20f2) PROJECT: Andover Station North; Andover. MN DEPTH GEOLOGY SAMPLE REC FIELD /I<. LABORATORY TESTS IN N Me TYPE IN. FEET MATERIAL DESCRIPTION WC DEN LL PL Y~20C .... ": 23 - ,: . . ..' 24 - Sand, fine grained, light gray, waterbearing, .... COARSE loose (SP) .' ALLUVIUM :';':'":' 2S - .:: i 10 W 55 8 26 - END OF BORING -. r: u n u n LJ n u n u n .. r-'\ w n LJ '" u ,..., LJ ,.., w n LJ ..., L...l ,..., u r-' L r-' L ..- 2/99 L ~..I] J J AMEJUCAN ENGDlEERING TEST:NG, INC. SUBSURFACE BORING LOG ,., u AET JOB NO: 01-01428 LOG OF BORING NO. 12 (P. 1 o(2) PROJECT: Andover Station North; Andover, MN DEPTII SURF,\CE ELEVATION: GEOLOGY SAMPLE REC FIELD & LABORATORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. we DEN LL PL Vr200 , . I , 1 - 5 M SS IS 14 2- Fill, mostly silty sand, a little sand with silt, FILL f- black, d1fk brown and light brown 3 - Sample 2' - 4' organic content = 3% 6 M SS 12 I 4- Y 5 - Sand wich silt, fme grained, light gray, W X waterbe mng, medium dense (SP-SM) IS SS 12 6 J 7 - Sand wi h silt, fine grained, brown, l waterbe:1I'ing, loose (SP-SM) 8 9 W SS 15 9 .,: 10- .: . 2 W SS 12 11- 12 Sand, fir e grained, brown, waterbearing, very COARSE ~ loose to . oose (SP) ALLUVIUM 13- 2 W SS 8 14 - :.. J IS - 3 W SS 8 16 - I.:.. .. 17 - I, ... 18 - ..: 19 20 - . . ...... 3 W SS 12 21 - I: I' T DEPTIi: DRIlLING METHOD WATER LEVEL MEASUREMENrS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ArrACHED 0-4~t 3.25" HSA DEPTII DEPTII DEPTII FLUID LEVEL LEVEL 4Y...29W RD '.vIDM 10/17/02 9:15 6.0 4.5 4.3 3,9 SHEETS FOR AN EXPLANATION OF COMPLETED: 10:17/02 TERMINOLOGY ON CC: DS CA: W.' Rig: 3 I TInS LOG ..., J ..., U .., J ,., J .., J ..., ; U ,., I U ,., J ..., J J .., U ,., I lJ '1 J ,., J 'l ..J 2199 n '"~ AMERICAN ENGINEERING TESTING, INC. L..J SUBSURFACE BORING LOG ..... u AET JOB NO: 01-01428 LOG OF BORING NO. 12 (p.2 of2) PROJECT: Andover Station North; Andover, MN DEPTH GEOLOGY SAMPLE REC FIELD & LABORA TORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL 1~200 23 - .':. 24 - Sand, fme grained, brown, waterbearing, very COARSE ... loose to loose (SP) .. . ALLUVIUM 25 - . . 7 W 55 12 26 - f. .. 27 - . 28 ) 29 - Clayey sand, a little gravel, gray, stiff(SC) TILL ) 30 - 10 M 55 12 31 - END OF BORING I. ""' u n u n LJ n u ""' u ..... " ..... w .., 1..1 ,., u n u ..... u n LJ ,., L..J n u n u .... '- r- L 2/99 ,.,' wI] AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG .., Ll '1 u AET JOB NO: 01-01428 LOG OF BORING NO, 13 (P. 1 of 1) PROJECT: Andover Station North; Andover, MN DEPTIl SUR'ACE ELEVATION: GEOLOGY SAMPLE REC FIELD & LABORATORY TESTS IN N MC FEET MATERIAL DESCRlPTJON TYPE IN. WC DEN LL PL Y~20C Fill, n ostly silty sand with roots, black FILL MM I Fil~ IT ostlv sand, dark brown and brown 9 SS 18 2 .....:.. 3 - 27 M S5 16 Sand, fine grained, light brown, moist, medium <".: dense (SP) . . 4- .: 5 \\ Mix 11 5S 12 6 - .....:..... COARSE , .. ALLUVIUM 7- fL 8 - Sand Hith silt, fine grained, brown, moist to 12 M IX 55 18 . water!: oaring, medium dense, laminations of silt 11; 9 - (SP-S! 1) 1M fL In- , .' 12 W SS 17 II END OF BORING DEPTII: DllLLING METHOD WATER LEVEL MEASUREMENrS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRilLING WATER TIlE ATTACHED 0-9~' 3.~5" HSA DEP1H DEP1H DEPTH FLUID LEVEL LEVEL 10/14/02 10:55 11.0 9.5 9.7 Wet SHEETS FOR AN 10/14/02 11:00 11.0 9.5 9.7 Wet EXPLANATION OF COMPLETED: 1 0/14/02 10/14/02 11:05 11.0 None 7.7 None TERMINOLOGY ON CC: GL CA: ilL Rig: 3R TIllS LOG 2/99 ..., J ,., J ,., , J ,., J ,., J ,., .J ,., W ,., I LA ,., , L.J ,., J ,., J '1 .J ,., I U J .., I ..J -, ..J n ~ AMERICAN ENGINEERING TESTING, INC, LJ SUBSURFACE BORING LOG ,...., AET JOB NO: 01-01428 LOG OF BORING NO. 14 (p.1 of!) PROJECT: Andover Station North; Andover. MN DEPTII SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD & LABORATORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL Vr20( FiJI, mostlv sillY sand with roots, black 1 - FiJI, mostly sand, a little clayey sand, brown, a FILL 6 M SS 16 r\little dark brown I 2- .. I- 3 - ........... 12 M SS 16 ..' 4 - Sand, fine grained, light brown to brown, moist ..' COARSE 5 - to 8' then waterbearing, medium dense to loose ALLUVIUM to medium dense (SP) 9 M SS 16 6- [' 7- I.> Y- [> 8 - 7 W SS 16 9- el" 10- ..... X > 9 W SS 16 ll- ]1 .. ,. " h 12 - ' ,. l1' . . 11 W SS 16 13- .. ..... ..... 14 - :.:::- 15 - :.;:::'. 27 W SS 10 16 END OF BORING DEPTII: DRILLING METIIOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER TIlE ATTACHED 0-14V,' 3,25" HSA DEPTIl DEPTIl DEPTH FLUID LEVEL LEVEL 10/14/02 12:05 11.0 9.5 9.3 8.8 SHEETS FORAN 10/14/02 12:20 16.0 14.5 14.2 7.4 EXPLANATION OF COMPLETED: 10/14/02 10/14/02 12:40 16.0 14.5 14.1 8.2 TERMINOLOGY ON CC: GL CA: BL Rig: 3R 10/14/02 12:45 16,0 None 8.6 8_2 THIS LOG u '""" \J n u n u n LI n ...J n u n L1 ,...., ~I n u n u n u ,...., 'I n u n \,.J r L r '- r 2/99 L J.(1 ,.., ,j AMERICAN ENGJNEERING TESTING, INC. SUBSURFACE BORING LOG 1 L.J AET JOB NO: 01-01428 LOG OF BORING NO. 15 (P. 1 of 1) PROJECT: Andover Station North; Andover. MN DEPTII SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD & LABORATORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. Wc. DEN LL PL V~20( Fil~ m )stly silty sand with roots, black and dark FILL brown I 10 M SS 20 2 - <,:. r- 3 - 23 M IX SS IS Sand, fine grained, light brown, moist, medium ..:......: dense t) loose to medium dense (SP) 111 4- 111 cC., f1.. ... 5- .c..:. IX 10 M SS 16 . . 6 - . 7- ... .. !.c..: 8- 11 M SS IS i: 9- .Y 10 : :: COARSE , . .. ALLUVIUM 8 W SS IS 11- Sand wth silt, fine grained, brown, 12 - waterbearing, loose to very loose, laminations of : .. dark brown silty sand (SP-SM) .. .... 13 - 5 W SS 15 .:" 14 - h .. 15 - 16 - 2J3 W SS 14 17 - ,. 18 - Sand, fir le grained, brown, waterbearing, loose, 7 W SS 12 lenses 0 e silty sand below about IS' (SP) .....:..... 19 END OF BORING DEPlli: DR:LLlNG MElliOD WATER LEVEL MEASUREMENTS NOTE: REFER TO SAMPLED CASING CAVE-IN DRILLING WATER . 0-17' 3.2 ;" HSA DATE TIME DEPlli DEPlli DEPlli FLUID LEVEL LEVEL l1IE ATTACHED 10/14/02 1:25 11,0 9.5 10.0 9.7 SHEETS FOR AN 10/14/02 1:45 19.0 17.0 17.0 10.0 EXPLANATION OF COMPLETED: 111/14/02 10/14/02 1:50 19.0 None 11.8 9.4 TERMINOLOGY ON CC: GL CA: BL Rig: 3R 10/14/02 3:10 19.0 None 10.2 9.4 TInS LOG I n I L.J J ,., o ,.., wi n ,j n i u J ,.., J "1 LJ ,.., J ,.., J 'l' U ., J "1 J ] l 2/99 J M .[1 AMERICAN ENGINEERlNG TESTING, INC. u SUBSURFACE BORING LOG ,.... u AET JOB NO: 01-01428 LOG OF BORING NO. 16 (p.lofl) PROJECT: Andover Station North; Andover, MN DEPTI! SURFACE ELEVATION: GEOLOGY SAMPLE REC FJELD & LABORA TORY TESTS IN N MC FEET MA TERlAL DESCRIPTION TYPE IN. WC DEN LL PL o/~20( Fill, mostly silty sand with roots, dark brown and FILL brown I 6 M 55 20 > 2 - - 3 - I.:.:. 14 M 55 17 5and, fine grained, light brown, moist, mediwn dense to loose (SP) I....: IJ1 4 - 1.l1 .:::.:.: 5 I ~IX 9 55 14 6- - ~ '." . 0:1 r: 1J.f 7- >U 8 - r ..: 5 W S8 16 : COARSE ;> ALLUVIUM 9 - :> 10 V . .. . 6 W 5S 11 11- Sand, fine grained, brown, waterbearing, loose > (SP) .' 12 ".' . " ,. 3 W 55 13 ., Sand, fine grained, light gray, waterbearing, very ... 14 - loose to loose (SP) : l.J 15 - 8 W X S5 ,. 16 END OF BORING DEPTII: DRILLING METIlOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CA VE.JN DRILLING WATER 11IEATTACHED 0-14Y,' 3.25" HSA DEPTII DEPTI! DEPTIl FLUID LEVEL LEVEL 10/15/02 9:35 7.0 8.5 7.3 7.3 SHEETS FOR AN 10/15/02 10:05 16.0 None 8.2 5.8 EXPLANATION OF COMPLETED: 10/15/02 10/16/02 9:05 16.0 None 7.5 7.2 TERMINOLOGY ON CC: GL CA: KJ Rig: 3 TIllS LOG ,..., \.J M u ,.., u f' u n -.J M u n -.J .... u n u M u M u n LJ ,.., LJ n L r L r , r V99 L =1] "1 I U AMERICAN ENG1NEERING JESTING, INC. SUBSURFACE BORING LOG r'j d AET JOB NO: 01-01428 LOG OF BORING NO, 17 (P. 1 of 1) PROJECT: Andover Station North; Andover. MN DEPTIt SURF ACE ELEY ATlON: GEOLOGY SAMPLE REC FIELD & LABORATORY TESTS IN N MC FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL Yo-20 . M M ss 1- 2 18 2 Fill, ml,stly sand with silt, a little sand and lean FILL 3 - clay, b:ack, dark brown, a little brown 2 M S8 20 10 4- 8amplf 4Y.'-6' organic content = 3% iJ:; P-' 5 19 M !X SS 18 6 1.11 !.h 7 - r ,J.; 8 - Sand, fne grained, light brown, moist, dense to I . COARSE 45 M X SS 15 medium dense, laminations of dark brown sand ALLUVIUM 9 - with sil: at about 7Y.' (SP) I'. 1.; 10 - M SS 23 16 11 END OF BORING DEPTIt: DRILLING MEl1l0D WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATIACHED 0-9\1,' 3.2:;" HSA DEPl1l DEPl1l DEPl1l FLUID LEVEL LEVEL 10/14/02 2:35 11.0 9.5 11,0 None SHEETS FOR AN 10/14/02 2:40 11.0 None 5.1 None EXPLANATION OF COMPLETED: 111/14/02 TERMINOLOGY ON CC: GL CA: BL Rig: 3R TIllS LOG ,.., u ,., J .., J .., J .., J '1 u .., 1 ,j .., J '1 L.J .., J .., J .., I ~ J '1 u J ...., J 2199 ~ AMERICAN ENGINEERING TESTING, INC. n u SUBSURFACE BORING LOG ,..., LJ AET JOB NO: 01-01428 LOG OF BORING NO. 18 (p. 1 of 1) PROJECf: Andover Station North; Andover, MN DEPTH SURFACEELEYATION: GEOLOGY SAMPLE REC FIELD & LAHORA TORY TESTS IN N MC TYPE IN. Vr20C FEET MATERIAL DESCRlPTION WC DEN LL PL Water I- I - ~ W OS l~-..J'" 2 - ~ ~ 360 3- Sapric peat, black and dark brown, wet (P1) ~ SWAMP ~ DEPOSIT 4- ~ W OS ~ 5 - ~ ~ 6- = ~ 7- ~ ~ 8 - y.;: ~ 9 ~ ~ 10- ~ ~ w~ 11- Sand, fine grained, light gray, waterbearing, a COARSE OS lense of gray organic clay at about 10\1,' (SP) ALLUVIUM END OF BORING . DEPTII: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED 0-11\1,' 4"HA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL 10/16/02 8:50 11.5 None 7.5 +0.3 SHEETS FOR AN EXPLANATION OF COMPLETED: 1 0/16/02 TERMINOLOGY ON CC: GL CA: DS Rig: HA TJUS LOG n LJ n u n u n u n LJ .., u n u ..... u n u n u .., w n u n Ll n u n u n LJ r L 2/99 ~~ .., LJ AMKUCAN ENGINEERING TESTING, INC, SUBSURFACE BORING LOG ,., i L.J AET lOB NO: 01-01428 LOG OF BORING NO. 19 (P. 10ft) PROJECT: Andover Station North; Andover, MN DEPTII SURF'l.CE ELEVATION: GEOLOGY SAMPLE REC FIELD .t LABORATORY TESTS IN N MC TYPE IN. Y~20( FEET MA TERlAL DESCRIPTION WC DEN LL PL Sand \\ ith sill, trace roots, dark brown, moist, . .. TOPSOIL I - very 10 )se (SP-SM) WH M SS 13 2 - : .. X 3 5 M SS 17 .,' 4 .' Sand, fne grained, brown to light brown, moist, ,. .. COARSE J.O loose to medium dense (SP) . ALLUVIUM 5 - .,' 5 M X SS 15 , . 6- i 11 <.:. 11 7 - .':...: J.O 8 - 5 M X SS 14 ... 9 - . . ... 10 " , ., 11 M SS 16 11 END OF BORING DEPTII: DRILLING METHOD W AlER LEVEL MEASUREMENTS NOlE: REFER TO DAlE TIME SAMPLED CASING CAVE-IN DRILLING WAlER TIlE ATTACHED 0-9~' 3.25" HSA DEPTII DEPTII DEPTII FLUID LEVEL LEVEL 10/15/02 9:15 11.0 9.5 11.0 None SHEETS FOR AN EXPLANATION OF COMPLETED: 13/15/02 TERMINOLOGY ON CC: GL CA: KJ Rig: 3 TIllS LOG ., .J J ,., u ..... I ...... ,., J ,., U ., , ..J ,., \oJ ,., u n J ,., , U ,., I U J ,., , U ., J ., i 2/99 ..J n .~ AMERICAN ENGINEERING TESTING, INC. u SUBSURFACE BORING LOG ,..., LJ AET JOB NO: 01-01428 LOG OF BORING NO. 20 (p.l ofl) PROJECT: Andover Station North; Andover. MN , DEPTIl SURFACE ELEVATION: GEOLOGY SAMPLE REC FIELD & LABORA TORY TESTS IN N MC TYPE IN. ~/~20C FEET MATERJAL DESCRIPTION WC DEN LL PL I - Fill, mostly silty sand, a little gravel, dark brown 4 M SS 2 2 - and brown FILL I- 3 7 M 1\ SS 14 4 Fill, mostly sand, light brown and brown 4 5 Silty sand, fine grained, dark brown, moist, loose COARSE 8 M X SS 16 (SM) (may be fill) . ALLUVIUM 6 - OR FILL 7 Sand with silt, fine grained, dark brown to 7 MIX 5S 16 5 8 - brown, moist, loose (SP-SM) 9 I . ,L' 10. MIX 12 SS 17 11- Sand, fme grained, brown, moist to aboutl2Y.' COARSE then waterbearing, medium dense to loose (SP) ALLUVIUM 12 - 13- 10 ~ SS 16 n 14 I.... '>' .l.' 15 X ... 8 W SS 14 16 END OF BORING Note: Boring drilled 5' south and 4'west of staked location. DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENfS NOTE: REFER TO DATE TIME SAMPLED CASING CA VE.IN DRILLING WATER TIlE ATTACHED 0-14%' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL 10/16/02 9:45 16,0 14.5 13,5 12.7 SHEETS FOR AN 10/16/02 11:05 16.0 None 11.8 Wet EXPLANATION OF COMPLETED: 10/16/02 TERMINOLOGY ON CC: GL CA: DS Rig: 3 TIllS LOG n u n u n ''-' n u n u n u n u ,..., u n u r1 u ,..., u n u ,..., ~ r, u n u ,., L r L 2/99 :1) 1 u AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG '1 W AEf JOB NO: 01-01428 LOG OF BORING NO. 21 (P. 10ft) PROJECf: Andover Station Nortb; Andover, MN DEPTII Sl]R;'ACE ELEVATION: GEOLOGY SAMPLE REC FIELD & LABORATORY 'TESTS IN N MC TYPE IN. FEET MATERIAL DESCRIPTION WC DEN LL PL Yr2Q( Fill, rr ixture of silty sand and sand with sill, FILL brown and dark brown 1 13 M SS 20. 2 - .. 9 M SS 14 3 :< ~ 4 Sand, -ine grained, brown to light gray, Ih ...:.: fU watert earing, loose to very loose to loose (SP) <: S - .. IX >.. 4 M SS 16 6 - ~ 7- ii 6 w X SS 0 8 - . . COARSE ,.. ALLUVIUM n 9- ... h ... .L< 10- 6 W SS 16 I> 11- r<.: , . 12 - / .. \( 7 W ^ SS 16 13- 14 - IS . . Sand" ith silt, fine grained, light gray, II 12 w SS 14 16 - waterb"aring, medium dense, lenses of silt \(SP-StO END (F BORING . DEPTH: OF ll.LING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO DATE TIME SAMPLED CASING CA VB-IN DRILLING WATER TJiEAITACHED 0-14V,' 3.~5" HSA DEPTH DEPTII DEPTII FLUID LEVEL LEVEL 10/16/02 12:40 8.5 7.0 6.7 6.2 SHEETS FOR AN EXPLANATION OF COMPLETED: J 0/16/02 TERMINOLOGY ON CC: GL CA: liS Rig: 3 nnSLOG 2/99 " , W ,..., i u ,..., L.J ,..., u " J ,., , u " I u ,..., J '1 L.J n .J J ,..., U "l J '1 LJ .., I L.J .., J n U.s. SIEVE OPENING IN INCHES I 4 2 I 1/2 3 U.S. SIEVE NUMBERS I 6 10 16 30 50 100 200 HYDROMETER LJ 15 6 3 1.5 3/4 3/8 4 8 14 40 70 140 I III q I~ III I- II ~ I : 5 : : 5 I 0 5 I 0 5 : : 5 : 0 5 : : \ it : i \ \.\ III : \ ,.., u 100 9 90 n , u ,..., P 7 E R 7 C E 6 N T 60 F 15 N E 5 R u ,., LJ n LJ ,., 4 u B Y 40 W E " I G 30 H T 25 n u .., u 20 ,..., l..J IO n 5 u 100 10 I 0,1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL I coarse I SAND COBBLES I I SIT.TORCLAY coarse line medium line Specimen Identification Classification MC% LL PL PI Cc Cu 1 1.0 POORLY GRADED SAND with SILT SP-SM NP NP NP 1.46 3.8 1 5.0 POORLY GRADED SAND SP NP NP NP 0.98 2.0 n o LJ n l..J n LJ n 0.1340 2.7 0.0 %Sand 84.5 97.7 %Silt %Clay 10.8 2,3 u . 1 1 1.0 5.0 0100 9.50 2,00 060 0.27 0.27 030 0,168 0,187 010 %Gravel Specimen Identification r u n u PROJECT Andover Station North; Andover, MN JOB NO, DATE 01-01428 10/16/02 ..... u ~ - AMERICAN ENGINEERING TESTING, INC, GRADATION CURVES r L n' .J J J '1 .J ,.., I U J ,., I u J ..., U 20 j IS U J ,., J '1 .J ,., J ,., LA '1 .J ,., J J .., J U.:;. SIEVE OPENING IN INCHES I " 2 I 1/2 3 100 U.S. SIEVE NUMBERS I 6 10 16 30 50 100 200 HYDROMETER 6 3 I.S 3/4 3/8 B 14 20 40 70 140 I I I I' I II I , I L I : \ . \ ; 9l 90 is to P 7S E R 70 C E 6l N T 60 F I II N E SO R 4l B Y 40 W E II I G 30 H T 2S 10 S o 100 10 I GRAIN SIZE IN MILLIMETERS , coarse I medi:AND, Classification SILlY SAND SM 0,1 0,01 0.001 ~. GRAVEL COllBLES I come Specimen Identification fine ftne Sll.TORCLAY MC% LL NP . 1.0 PL PI NP NP Cc Cu 12 Specimen :dentification DlOO 4.75 060 0.24 030 0.145 010 %Gravel %Sand 0.0 86.0 %Silt %Clay 14,0 .. I2 1.0 PROJECT Andover Station North; Andover, MN JOB NO. OATE 01-01428 10/17/02 [l - A1lERJCAN ENGINEERING 1E nING, INC. GRADATION CURVES ..... U,S. SIEVE OPENING IN INCHES U.s. SIEVE NUMBERS HYDROMETER u 20 . 4 3 2 1.5 I 3/4 m 3/8 3 . 810 1416 20 30 40 50 70 100 140 200 I 11111 II I" I I I IT[~ ~ I , , : . \ .~ \ : . : \ : : : .. : : I ,...., \00 9 u 90 h 8 u 80 ,...., P 15 E R 70 C E " N TOO F 1 II N E so R u n L..l n u n 4l u B Y 40 W E 3' I G 30 H T21 n u ,.., u ,..., \, u 10 ,.., , u \00 10 I 0.\ 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES Sll.T OR CLAY coarse fine coarse medium fme Specimen Identification Classification MC% LL PL PI Cc Cu 7 3,0 SILTY SAND SM NP NP NP o n u ,..., u ,...., u ,.., . 7 3,0 DIOO 4.75 060 0,18 030 0.080 010 %Gravel %Sand %Silt %Clay u Specimen Identification 0.0 72.2 27.8 ,...., u ,.., u PROJECT Andover Station North; Andover, MN JOB NO. DATE 01-01428 10/15/02 ,...., u ~ - AMERICAN ENGINEERING TESTING, INC. GRADATION CURVES ,...., L. r'l' W J J J ,., I W 1 L.J '1 . w J '1 . L.J '1 , u J J J J '1 ..J ., J ] ] ] U.:;. SIEVE OPENING IN INCIIES I 4 2 1 1/2 3 100 U.S. SIEVE N1JMBERS I 6 10 16 30 50 100 200 HYDROME1ER . 6 3 I.S 3/4 3/8 8 14 40 70 140 I III!I I I I I II I 5 : . . : \\ . 11m II I 9 90 85 80 P 75 E R 70 C E 65 N T 60 F I '5 N E 50 R 45 B Y '" W E 35 I G 30 H T 25 20 15 10 5 o 100 10 COB BlES GRAVEL 1 GRAIN SIZE IN MILLIMETERS SAND 0.001 0.1 0.01 coarse fine coarse medium SILT OR CLAY fine MC% LL PL PI Cc Cu NP NP NP 1.10 2.4 NP NP NP 1.23 2.7 Specimen] dentification Classification POORLY GRADED SAND SP POORLY GRADED SAND with SILT SP-5M 20 20 3.0 7.5 Specimen Identification DIOO 4.75 2.00 D60 0,27 0,25 D30 0.185 0,170 D10 0.1140 0.0928 %Gravel %Sand 0.0 96.0 0,0 94.6 %Silt %Clay 4,0 5,4 20 20 3.0 7.5 PROJECT Andover Station North; Andover, MN JOB NO. DATE 01-01428 10/16/02 n AUlRlCAN liJ ENGINEERING _ TES rING, INC. GRADATION CURVES n u.s. SIEVE OPENING IN INCHES I 643 21S 13/4In3/33 46 U.s. SIEVE NUMBERS I .10 1416 20 30 40 .sO 10 100 140 200 HYDROME1ER u <S I 11111 I I I II I 1 - ; I ; ; ; ; I . . ; ; ; ; \ ; \ . ,.., 100 9S u 9<l n 35 u 30 ,.., P 75 E R70 C E '5 N T 60 LJ n LJ ,.., F I S5 N E so R LJ n LJ B Y 40 W E 35 I G 30 H T 2S n u ,.., u '0 n IS LJ 10 n S u o 100 10 1 GRAlN SIZE IN MlLLIMETERS SAND OJ 0.01 0.001 ,.., GRAVEL Sll..TORCLAY LJ COBBLES coarse fine coarse medium fine 17 3.0 Classification POORLY GRADED SAND with SILT SP-SM MC% LL NP PL NP PI Cc Cu NP 1.42 3.6 n Specimen Identification u ,.., u ,.., Specimen Identification 0.0 %Sand 88.0 %Silt %Clay 10.3 LJ . 17 3.0 DIOO 4.75 060 0,27 030 0.167 010 %Gravel r L ,... L PROJECT Andover Station North; Andover, MN JOB NO. DATE 01-01428 10/14/02 r L rJ - AMERICAN ENGINEERING TESTING, mc, GRADATION CURVES r L ,..., ':-i 'l J 'l ..J GENERAL TERMINOLOGY NOTES FOR SOIL IDENTIFICATION AND DESCRIPTION "1 u GRAIN SIZE GRAVEL PERCENTAGES Ter]! Particle Size Term Percent Boule ers Over 12. A Little Gravel 3%-15% Cobb les 3. to 120 With Gravel 15%-30% Gra\ el #4 sieve to 3. Gravelly 30%-50% Sanj 11200 to #4 sieve Fines (sDt & clay) Pass #200 sieve CONSISTENCY OF PLASTIC SOILS RELATIVE DENSITY OF NON-PLASTIC SOILS Terq N-Value. BPF Term N-Value. BPF Very ~:oft less than 2 Very Loose 0-4 Sof, 2-4 Loose 5-10 Firm (M, dium) 5-8 Medium Dense 11-30 Stif( 9-15 Dense 31-50 Very Stiff 16-30 Very Dense Greater than 50 Hard Greater than 30 MO[STUREIFROST CONDmON LAYERING NOTES (MC Column) D (Dry): Absence of moiswre, dusty, dry to touch. Laminations: Layers less than y,. thick of differing material M (Moist): Damp, although free water not visible. or color. Soil may stilJ have a high water content (over "optimum"). W (Wetl Lenses: Pockets or layers greater than y,. thick of Waterbearing): Free water visible. Intended to descn'be differing material or color. non-plastic soils. Waterbearing usually relates to sands and sands with sill F (Frozen): Soil frozen. F:llER CONTENT OF PEAT ORGANICIROOTS DESCRIPTION Term Fiber Content (Visual Estimate) Soils are descn'bed as organic, if soil is not peat and is judged to have sufficient organic fines content to influence the soil Fibric: Greater than 67% properties. Hemic: 33-67 % Sapric: Less than 33 % With roots: Judged to have sufficient quantity of roots to influence the soil properties. Trace roots: Small roots present, but not judged to be in sufficient quantity to significantly affect soil prooerties. ,..., , LJ '1 LJ " .J " u '1 u ..., , LJ J " J " u ,..., u '1 U " J " I U '1 0ICLSOll(08/02) J AMERICAN ENGINEERING TESTING, INC. ..., J CLASSIFiCATION OF SOILS FOR ENGINE~RING PURPOSeS ASTM Designation: D 2487 (Based on Unified Soil Classification System) ...., A1VIERICAN ENGINEERING TESTING, mc. C.iteria for Assigning Gmup Symcols ana Group Names Using LaOoratory TeStS" Coar.ie-GtainedSoil5 More tnan 50% retained on No. 200 sieve Gravels More than 50% coarse lraction rerained on No. '" sieve C:ean Gravels Less than San. fines= Cu:z.&. ana , :sC.:~3c C..._4 and/or 1>C:::oSi Gt3veis witn Fines Fines classify as ML or MH More lhan 12% nnes= Fines cl35Siiy as Cl. or C:-t Sands 50% or more ot coarse traction passe.$ No. 4 sieve Clean Sanas less than S% finer C~ and 1~CC::!~ Cu-c6 and/ot 1>Ce7:!c SandS with Fines rmes ctasslfy as ML or MH More than 12% finer FIfle-GtOined Soils 50% Of more passes the No. 200 sieve Silts and CLays Uquid limit less Ulan 50 inorganic Fines dassify as Cl.. or CH PI;>; and ploa on or aoave "A"lin.r' PI<4 or plots below "A" IineJ organic Uouid limii - oven dried 5 <0.7 Uouid limit . noc dried Silts and C~ Uauid limir 50 or more inorganic PI plots on or atIove "A" line PI plots below "A" line organic Uouid Omit ~ oven dried <0.75 Liquid Iimil . not dtiea SIEVE: .ANALYSIS I 60 '~t:[N.'. S.IVt:lle. I :t Forelosslficationof flnlt-'!n!.nf4nlls , I".'''' ., " ~ ~ ~ ,~'" onll TI.M-'!nllnell TtcCTlOn OT Clloru-qrolllN '" ': II I I I . I H SOilS. 1\' I I I I I .. El:ulI'tlono1"1-.line ~ .. I I 1100 x HoruQftfGl lit PI-4 1'0 t.L-2.~.~ II I I I ~ '" thfll PI-O.73It.L.,O) % 0 " " IEI_~".';' ! I I I ; E~tioD of.U.-lIne I :':'0 " z IIII I i I ~ ~ VerTical of lot. "16 to P!"'1 " I ~ '" >- thIn PI'" 0.' ILt..aJ ~ IIII I I I I I ~ ~ '0 ~ ~ I: II la...-l.s';..1 " u I I I u I ~ '" u ~ '" " I' I , I I I 1'0 ~ " " ,I , " .. '0 " IMH OR OH I I' , i I lo...-4.on oJ .. 'I I , II II '" '0 , , I I I " " , " " "" 7 ///.ct::.:;:;tC.~//.t.: PARTlC1,.! SIZE IN "'ILLIMETE~S . 00 I c.....~-Q:o!rs-lOO c.: 'o..~' Il.sf 10 16,0 '0 '0 '0 "" 70 80 >0 ,00 "0 . w,..ll.. -lUlU." -t.' LIQUID L.IMIT ILL) OlCLS021(5iOO) Highly organic soils Primarily organic maIler. darlc In color. and organic odor "'a~ on tne m.1II'laJ passing m. :l-ln. {75-mml siev.. au fitHd samole ccnzaIned Cooblft or' boulclars. or bom. add '"wfth cobbles or boulders. or bom" to qrouD nama. ~wOlh51Cl12'%lInn,.quir.dwIlsymoots: GW-Gl.t ~ed gravel .IIt! siit GW-GC ~ gravM WIth day G"-GM peony graaltCl graYllt .-iIh SIll: G?-GC poorty graced gravel wm. day Os-nru WtCh 5 ICl 12'% /lnes ~ au~ symOOlS: SW-SW weIl-grad.a sand "",", silt SW'Sc ~aecl sand.,.;en day SP-5N poorty graded r.and With Slit SP.SC =conv graaea sand With day (0, ~ 0:.. .rY 0:0,"051) 'If $OIl contains2:;'5'*' satJd. add ."vnlt1 sana" to qrouD """.. G.J fin~ d3SSl1y as Cl.ML u.se aual symbol G~M. or SC.s.... HII fine, ant 0f9anic. 3dd "with on;Janll: ~nes" to grouo ~-06ll1O,O """.. il soli amlalns~'5~ gnlvel. ~d "'NIIII 9'2vet- :0 qrouo """., .;, Altertlarg limn:s !:lIar in nalCtleG area. soil is a Cl.,\.tL ~ryday. . KIf soil CDrltains I~ 10 ZC!'t plus No. ZOO. aocI ......,th sanu" CJI .....iltt g~ - wnil:;hever i$ ~reaonunant. Lg soil CQl'lQln$2:~O'l4t pus no. 200. prlllGOfTlinanlly sand. ~d "3andy" 10 to grcuO name. . j,ljf sOli ccmains~::!O,*, pus No. ZOO. gMDl'llln;;nny graVtrl aCId Mgravell!,M to grouo name.. H?I~4 and plots on or :&Dove "AM \it'le. Op!..... Of plQ.lS belOW "".. Ilne. 'PI piau on or u.ov. "tJ,.- Une. opl plof3 belOW "A- :ine. u n Soil Cassiiic3tion u Graue Group Name3 Symcol GW Well gradeo gravet" GP Poony graded gravel" GM Silty gravel":-G.H GC Clayey gravet.G.H 5W Well-graded sana' 5P Poorly graded sand 5M Silly sanaa.H.1 SC Clayey sandG.H.1 CL Lean c1ay<'L~ n u n u n u n LJ n ML silrUl u n OL Organic day'U_MN Organic Sllr-L...v.o ,1.1 C:; Fat day-'tL.'.1 n u MH E:3.sncsilt"'".L'.I OH Oroanie dayO(.L.\t.... n Organic sllrLW-O u PT Peat n LJ n LJ n u n LJ n u ,... u n u n u ,.... L. ,.., u WELL OR BORINd LOCA nON MINN~i< tii~NT OF HEALTH ~",:%WelI.rdllottng 'fH .. 19639r A~ WELL AND ORING EALlNG RECORD .- MIMOSOtaUnIquOWelNo. -_ '.lDl:: MinneSOllJmaltlfflS. Chapter 1031 or W~series No. a.-_......... TOWflShlpN.rne T~~No 1";:,"" ;:NoI::~~;:; 0..s7~/17 Icz- Oele ;~~ ;;;101~~ NumenCaI Sl'Ml Address ()I Fire NurnbM .~: of Wel 0,). VOd 'l(lkfi OepthBalOlltSll1ing tt Orlqon.,Oepfh . .......OcIIoe.."':......'.'_~~m"""'_"'bon"" O"PIFERtSI STATIC WATER lEVEL III SedIOn grid W1ltt X-, non. showwlg prop4lt1y Aquifer 0 Mvlhaquter "ifMIIIISUfftt lines. mads. and buildlnqs. o ESI1I7o.'ed . N J WElL/80RIHG I ..;...+..+..<__ ~ . Ag.sO '5 ow.."''"-w..o.....w.. 3. '1 . , : I :. r ,J r!ErTllBoteHole OOlhef .. r<!..... Oll~..ndsurlec. , ~}J Itll. I tr>",," w "r -y- -t- . -I~' .. ""?60 ,~~( CASINQTYPE(S) -t. __:d -t- .~-y 'J -0'" .'1 , b 0 Steel 0 PInk 0 TIle r::/..Olhe, T F. ~ IlO'" ""'tt.\4 ~';"'" HSIt , , ~ Q !~~ota> ... .t- -t- -in I...N~_.... ~ CA$lNOISl i-- 1 ~ .. , r :z: OiamMer 0"".. SetlnoYetSizehole? ArnJIw spece IrIllally grou1td? f-- .;..--+ Bu "'''Foot Uo::c I:lL.V') ~In"~~"~'. 0'" ~No 0'" C1No ou,",- PA<:]ERTYOWNE~SIN.v. EA I _iI'l.lrom_lo_ft 0'.. oNo 0'" ONo 0""""'" .~.. F ""l'>OUI!It. Propeny_T,...,.,.,~,.il~""''''locatoonaddfessindaoled~ _1n,lrom_kl_". DYes oNo DY.. oNo o ,-.,.. , Ih'6$ CV<!~~S .OWN i3e Vo) "-I""" N/(t SCREEHt'OPEN HOlE Ar'\,)\,)o\J~tt.. I ~1A .... 5530'{ Saoon ,~ .. .. C)penHol.from .. ., ^,,'t.-I. SC<>lT lE"'t.Ic.IC.~O""" OBSTRUCTIONS W~l OWNER'S HAM:: o RodsI01op PIpe o Check Valve(s) 00_ 0 FI fiNo"""""""" . ,..- CF ANo.vEIl. w.I_'.~.adrMa. .t;ll....-.r.....pn>pMty~.. Mtdrnsirdol*,~. Type of ObsINCtIons~) ObslNCtlons rernowd1 o V.. DNo Do""'" : PUMP /V/II Typo , OEOlOOteAL M...TERI",l COLOR HARDNESS OF FROM TO DR.~ ri Nol PrHMll O. ""- FOR..... TION "noI~.lndicea.eslrNloMf onrw.lionloglromllMrby"'orbDring. MET1+QO USeD TO SEAL "'NNULAR SPACE BETWEEN 2 CA.StNQ5. OR CASQ<oIG "'ND BORE HOLE: !J7lLYJIJ.u..1SIlT- W~N 0 4~ ~ ArvUer 5p8CtI EmtI <:A.,U 1.01 SOl t" ~~.; ~~ .~,< OAnnulat~grout<<lwlthnmieplpe .,~ .<('2 b DCIISlngPerlOflliOfvl\emo'IlIIl ..:: -:1 B.eow" LOOSE' b q ~".., l.l,) 5" 'r In.'~ .. ~ o PiIlfonIted o R...-.. <-::::." B'Io!D"'''' LOOSE '7 ~7~ In_110m 10 ~ Dp.nor.ted o R...-.. ~. " . ~A''''l ~~ StlJ'F 271 3/'1. T~ 01 perlontor I I o ""- GROUT1HG .....TERlAL(S) (On. beg OIl c.ntwtt -... Ibs.., OM beg of bemonIW _ 60 IbllJ B GteOU1 . . ,/, I~ GroutingMalen.l FnJ'ToNIl(( trom ~ to '31 L.fI._ yvdt~ boIg: I,Oln_ b_"'_Y"f<b_ba<; """'- k)_It._yWs_~ Irom_to_fl._yan:ts_baq.: ReMA.RI<S. SOURCE Of'" OA--.... tHff1CUlnE:!I tN SfAl'HQ OTHER WELLS"'ND BORINGS ~ !\E:T o , - 0 I y z.t OlMr un...1ed and W'luMd.... Of borlflO an property? 0 Y.. No How many? 'Sg." L.'i"1 0", 'rH'$ Uct:N$EO OR REOISTERED CONTRACTOR CERTlACAT10N ;3 RO\~I"'{,s i'\~b,j \; c.l', ~ (.>lo"-'G Lo~ /2- ThIs wet or boring w.. NNtled In aec:ordlinee with Minnnola Rul.s. Ct'oaptw..ns. The InIonnaIion c:omalMd In this"'9C" true to lh4I best of my knowledQe, j1~I;SFI\i'rIi'l:l mOUl: 11111F.rZ'CJ!N /::f\l(),'nJr"otlnlc, IF.ST1-.J6 ruo 17 J z.. 10 ' ConltKfor Business ,..". tJr::wtNM~tIonno. 10 - K'~~ I'LBf~ 1/- 2-(, , A.uthorizedR .m-.' ru.r. o' J"2. - -:;/ , J)I?/')I.JI~ S .=>"'>III1RI1 U It' ... IMPORTMH-FILE'MTflF'FOPERTY I H 196396 1M",. 01 Pwson 5Hio9 WM' or Bonng PAPERS.vvnl OWiER cc PY ., LJ ., LJ ..., u 1 u ,., U '1 u ,., LJ ..., '-' J '1 J r; J 1 ...J ,..., I U '1 ~ ..., J l ...J l .J 1 I -' .......~, "'::'.~~.' M U n BORING LOG NOTES u TEST SYMBOLS n LJ DRILLING AND SAMPLING SYMBOLS Symbol Definition B,H,N: CA: CAS: CC: COT: DC: DM: DR: DS: FA: HA: HSA: LG: MC: N (BPF): NQ: PQ: RD: REC: REV: SS: SU TW: WASH: WH: WR: 94mm: T. \1. Size of flusb-joint casing Crew Assistant (initials) Pipe casing, number indicates nominal diameter in inches Crew Chief (initials) Clean-cut tube Drive casing; number indicates diameter in inches Drilling mud or bentonite sluny Driller (initials) Disturbed sample from auger flights Right auger; number indicates outside diameter in inches Hand auger; number indicates outside diameter Hollow stem auger; number indicates inside diameter in incbes Field logger (initials) Column used to describe moisture condition of samples and for the ground water level symbols Standard penetration resistance (N-value) in blows per foot (see notes) NQ wireline core barrel PQ wireline core barrel Rotary drilling with fluid and roller or drag bit In split-spoon (see notes) and thin-walled tube sampling, the recovered length (in incbes) of sample. In rock coring, the length of core recovered (expressed as percent of the total core run). Zero indicates no sample recovered. Revert drilling fluid Standard split-spoon sampler (steel; 1';"0 is inside diameter; 2. outside diameter); unless indicated otherwise Spin-up sample from hollow stem auger Thin-walled tube; number indicates inside diameter in inches Sample of material obtained by screening remming rotary drilling fluid or by which has collected inside the borehole after "falling" through drilling !luid Sampler advanced by static weight of drill rod and 140-pound bammer Sampler advanced by static weight of drill rod 94 millimeter wireline core barrel Water level directly measured in boring Estimated water level based solely on sample appearance The standard penetration test consists of driving the sampler with a 140-pound bammer and counting the number of blows applied in each of three 60 increments of penetration. If the sampler is driven less than 18" (usually in highly resistant material), permitted in ASTM:DI586, the blows for each compiete 6. increment and for each partial increment is on the boring log. For partial increments, the number of blows is sbown to the nearest 0, I' below the slash. The length of sample recovered, as sbown on the "REC" column, may be greater than the distance indicated in the N column. The disparity is because the N-value is recorded below the initial 6" set (unless partial penetration defmed in ASTM:D1586 is encountered) whereas the length of sample recovered is for the entire sampler drive (whicb may even extend more than 18.). Symbol CONS: DEN: DST: E: HYD: LL: LP: OC: PERM: PL: q,.: q,: qu: R: RQD: SA: TRX: VSR: VSU: WC: %-200: ..., Defmition LJ One-dimensional consolidation test Dry density, pcf Direct shear test Pressuremeter Modulus, tsf Hydrometer analysis Liquid Limit, % Pressuremeter Limit Pressure, tsf Organic Content, % Coefficient of permeability (K) test; F - Field; L - Laboratory Plastic Limit, % Pocket Penetrometer strength, tsf (a1J1JroJUmate) Static cone bearing pressure, tsf Unconfined compressive strength. psf Electrical Resistivity, ohm-cms Rock Quality Designator in percent (aggregate length of core pieces 4' or more in length as a percent of total core run) Sieve analysis Triaxial compression test Vane shear strength, remoulded (field), psf Vane sbear strength, undisturbed (field), psf Water content. as percent of dry weight Percent of material finer than #200 sieve n LJ n LJ ,.., u n u n u n u ,.., u M STANDARD PENETRATION TEST NOTES LJ n u n LJ n LJ ,.., u r' L r L 01 FLDO 12(05/02) AMERICAN ENGINEERING TESTING, INC. r 'k / ,., .$. . ..." , . 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