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3725 Nicols RdCITY OF EAGAN Remarks , -'11 Ayym 1 ' :11' p'- ?' A Addition Section 18 ' Lot • Rik par?i 10- 800-O1I-5 Owner,?;=??> 11 4' i\- Li 'LILstreet stete EAGAN MN 55122 2 l'i c c - , _ , , :? . A f' -f, ( Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWERLATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PAR K CITY QF EQGAN Remarks '' U}p ? ?? ?" '-, • r ?.?I - '? ?? ? 1`1? sz Addition Section 18 ' Loc sik Parcel 10 01800 010 52 pwner ?treet State Improvement Date Amount Annual Years Payment Receipt Date STREETSURF, STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMA I IV WATER LATERAL ? WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK c "2219? 5 Repueat F'vBNO. RougMlnlryqeclqi4RequireE (VaumubYCalFinspeclorwbmreatly) InBOBCM1MIO'nbT 3n OY9IFIR ?_qeeEy.NOw WIIINOXF/InspapOr. ? Yp Na DflreReaO _- - . t I C IicenseC contractor owner hereby request inspection of above elecvical wokst:? Jab AtlOres9 ISVeeI. Bm or qoufe No.j Ci1y :2-4?r Nl(? ac.5 o ?FN Secbon No. Townsnip Name w No. Range No. Counry ? OcwOant (PRINT) J ' ` e SlZ A. (l i` t L? one No. I Cgl ?/?? 4 ti rKo d- 7 l - ,.re. s? 2 Power Suppeer ntlOreu EleqrKal Contmnor ICompany Namel Contractor5 Licensa Na I ' (914-- s'' ?t,'•'??2 h1gLnq AECrE561COntr8ctp w Owner Maqng Inst3IlaU0n1 I ' SS Z Z I AutMA[eESqnaNr ICOnh on rlrykm Insta118iWn, PhoneNUmber ' N 50T11 STpTE B04RD F ELECTFIEAY • - ? 0 THIS INSPECTION FEOUEST ILL NOT GtlggaMWway Bbg. - Room S193 Sa.,. . .?n BE ACCEPTED BV THE STATE 80/ RD tB21 Unirvvalty Ave.. SL Paul. NN 55100 ? G1V µJUnr .?i14^ UNLE55 PROPER INSPECTION FEE IS Ppona(6/2)602-0800 , ??+ OSED. . REQUEST FOR ELECFRICAE INSPECTIOM ? Sea irevuctions ior rnmplenngthislorm on back of yeNOw cqy. ? N22165 X" Below Work Covered by This Request ¢p. TypeolBuiitling AppliencesWifea EquipmantWired 1 Home Range 7emporery Service Duplex Water Heater Electnc Heetlng Apt Building Dryer LAaC MenegBrtieM Comm./Intlustrial Furnace Olher(Speti?y) Farm Air Contlitloner er ry1 T Conuacmr's FemaMS: y}(Jp INT2r+U$rG. is42KifKA T t'CokT ?Compute lnspection Fee Below: ? ?L/{? '.=/-r•D f{ ??5? ( TC lf.$ f O. rc?pk_l aY Olher Fee # ServiceEmrenceSize Fee # CirCUitslFeetlers f Fee Swimminy Pool 0 to 200 Amps 0 to 700 Amps Transformers Ahove 200 _ Amps Above 100 _ Amps &igns Inspecrors use Ony: TOTAL S= Irci9ation Booms Special Inspection Narm/Communication OMer Fee ? THIS INSTAILATION MAY BE ORDEREO DISCONNECTED IFNOT COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspector. hereby R0Lig"4" oe?e certify that the a6ove inspection has been made. Fii81 ei %73 . OFFICE USE ONLY ?,?/pp /??' ?Q?" 6i.) TMS requesl mitl t8 monMS I ?M y? ??L n?_,./» P?.d4t _? ? .-? Q ?.-.._ --r.dr ? o 0 3 951 9 5z <o 00 S;? Requo t Da e Fire No. Rcugh-In Inspection Requiretl Inspectlon Olher Then Rough-In 5-2-95 (VOUmust eaN inspector when reatly) [] Ready Now ? Will Notity Inspector ? Yes ? No Date Rea IEllicensed contractor ?owner hereby request inspection ot above electrical work at: Job Atltlress (Streel, Boz or RoNe No.) Ciy 3725 Nichols Road Eagan Sectlon No. Township Name or No. Range No. Counry Dakota Occupant(PRINT) Phone No. Metro Waste Pawer Supplier AtlOress ElecMCal ConUacmr (Company Name) Coniractor's License No. Total Construction & Equipment, Inc. CA-01833 Mailing Address (Contrador or Owner Making Installalion) 10195 Inver Grove Trail, Inver Grove Hei hts, Minnesota 55076 ?orizetl Signatura (COnVactodOwner ing Installaiionp Phone NumDer M 451-1384 MINNESO A STqTE BOAflU OF ELECTRICRV THIS INSPEGTION REQUEST WILL NOT Grlgqa-Midway Bldg. ? Foom &128 ?) II ? I I II III I I I BE ACCEPTED BY TME STATE BOARD 1821 University Ave., $L Peul, MN $5100 'f UNLESS PROPER INSPEGTION FEE IS Phone (612) 8 0.2-0800 ?7 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION ee-oooai-os ?J 10- See instmc[ions for comple[ing tNs form on back of yellow copy. O' / Jr s ._.. ? ?'7" 'X" Below Work Cavered by This Request Ne Add Rep. Type of Building Appliances Wired Equipment Wiretl Home Range Temporary Service Duplex Water Heater Electric Heatin Apt. Building Dryer Load Managament Comm./Industrial Fumace Other (Speci ) Farm Air Conditioner Other (specify) Contractor's Remarks: Permanent Single Circuit Service North of Compute Inspection Fee Below: Lift Station #13 on Nichols Rd. 20.00 # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 Amps Above 700 -Am s SICJfiS Inspecmr's Use Only: TOTAL .50 Irrigation Booms 20 50 Special Inspection . AIarMCommunication TNIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 16 MONTHS. I, the Electrical Inspector, hereby Rou9n-ln oace certify thai the above inspection has been made. oritB? OFFICE USE ONLY This requestvoitl 18 monihs irom MIY2y,;?239 7 ? c0- a rsoo - orr -s? "71 Request Date Fire No. Rougtkln InSpaction Requiretl Inspection Other Than Rough-In 2-1-95 I I (VOU must call inspeclor when reatly) C] Ready Now C:1 Will Notity Inspecloe ? Vos ? N. Dete Reed IEClicensed coniractor ?owner hereby request inspection of above electrical work at: Job Atltlress (9reeL Box or Rmte No.)37'1' Clty Lift Station 13 1925? Nichols Rd. Eagan Section No. Township Name or No. Range No. County Dakota Occupent(PRINT) Pnone No. MCWS Power Supplier Atltlress Elecvicel Conlracmr (Company Name) CoNractois License No. Total Construction & E ui ment, Inc. CA-01833 Mailing Atldress (COnlracmr or Owner Making Instanalion) 10195 Inver Grove Trail Inver Grove Hei hts Minnesota 55076 A ut h orizetl SignaNre (ContractoriOwner king Installalion) Phone Number l , ,? !? G" IG?) ct-c,L /L.E._.c?? y C?„n? 451-1384 MINNESOTA STNTE BOARO OF ELECTHICITV THIS INSPECTION FEQUEST WILL NOT I Grlggs-MiEway Bltlg. - Room 5-128 II II II I I( I I I I I I I I I I I I BE ACCEPTED BY THE STATE BOAPD 1821 Unlversity Ava., SL Paul, MN 55104 II UNLESS PROPER INSPECTION FEE IS Phone(61R) 61P-OB00 ENCLOSED. ?IEQUEST FOR ELECTRICAL INSPECTION ee-ooooi-os r } y ??? ?? See Instnmtions lor compleling this brm on back ol yellow copy. .? 3775 3 L ?95 "X" Beiow Work Covered by This Request '`*<•?kZ?Ne Ad Rep. Type of Building Appliances Wired Equipment Wiretl Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Load Management Comm./Industrial Fumace Other (Specify) Farm Air Conditioner Other (specify) Conlrecmr's Femarks: 1 hr. Underground Insp. 23. Computelnspection Fee 8elow: 10 - Inst. Ckt s. 5. If Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 ro 200 Amps 6 0 ro 100 Am s 24.0 Q Transformers Above 200 Amps Above 100 -Amps SI nS Inspecmr's Use Only: TOTAL , 510 Irrigation Booms ,'? . Z Special Ins ection AlarmlCommunication THIS INSTALLATION MAY BE ORDE CONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS ( I, the Electrical Inspector, hereby Rougn-m `z ? Y cedify that the above inspection has been made. I OFFICE USE ONLY ? Tltis request voitl 18 monNS hom This rnquesl voitl/ '/ ta moncns rrom `y v rJ e 99481 d'G:aG / $s?sl°U Request Data ^ -' ???_?? FireNo. ?ooph-in Inspecl ion equrzetl? []NeetlyNUwoWiIlNOIify,lnsper 1or Wh p d d ??es N o ¢n ee V In Licensetl ElecVical_Contractor 1 hereby requesf inapection ot above t] Owner elechical work inatalled eY Sueet Address, Bo: or Rou[e No. CitY I `F?? as n 'Z s ; ? zo',? emwn o. Township Name or No. Range No. Cqunly f Occu ant IPqINTI Phone Nc.. ?? Power SuoPlier Address Electrical Contracm ICompanv Name) ontracmr's License No. C ? E ?c?,? ce \,-c -\ c n G ,99 Mailin8 Address ICOntract r Owner Meki ne C[ns[tailatio ?JL ?Cta / I. ?G G ? • . . J AuMorized Sieneture IConirector Ownor Makine Installationl Phone Number A - ,2 7 MINNESOTp STATE BOARD OF ELECTRICITY // , THIS INSPECTION HEQUEST WILL NOT Gripqe-Midwev Blds. - Room N•197 V BE ACCEPTED BY THE STATE BOAND 1821 Universitv Ave.. St. Veul, MN 66104 UNLESS PflOPEN INSPECTION FEE IS Phonel6121642-0800 ENCLOSED. ? REQUEST FOR ELECTRICAL INSPECTION ee-ooooi-os See inshuetions for complelin8 this form on beck of yeliow copy. "X" Below Wak Covered by This Request 04104FAdl ReD.1 'iYDe ol BuibinB I AoOlionces Wired I EquiVment Wired I ce p Fea Se10ceEMranee5iza p Fee feetlars/Subieeders M Fae Circuits bro200Am s -`11 ? Oto30qm s Om30Am s Above 200 qmps 31 to 100 Amps 31 to 700 q Swinvnin Pool Above 700_Am s Above 100_Am ' Trensiormers Irn tion Boortis SD Partiat- 'OeB I 9 J ?Sig?s 15peciallnspection ?5?S'I \ ? _ 7 c.? TO L ?l ?emnrks ?_ 1?G?1 j_ s / ? Inspector, herebybova Final ???p?;?le -ertity that the a inaoection hss been I ?w J-? a mede. Thh CITY OF EAGAN N°_ 1413 7 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 P,HON€; 454-87 00 BUILDING PERMIT To be used for ADDITION Est Value $153 , 000 SiteAddress 3725-3740 NICOLS RD Lot 0p1?z Block 59 Sec/Sub. SECT 18 ParcelNol 52 a Name MWCC = Address 350 METRO SQUARE BLDG o City ST PAUL phone Z22-8423 o Name KUMAR MECHANICAL INC ?QsAddress $77 S.W. 3RD ST. STE ?/1 ? City NEW BRIGHTONphone 636-6564 W w z a z W Name_ Address City _ I hereby acknowledge that I have read this applfcation and stete that the information ia conect and agree to comply with all appliCable State of Minnesota Statutes end City of Eagan Ordinancea. Signature of A Building Permit is issued to: KUMAR MECHANICAL INC all work shall be done in accordance with all applicabl ate of M Building Official Receipt # Date SEPTEMBER 8 1 y $7 OFFICE USE ONLY On Site Sewage Occupancy B-4 MWCC System ? Zoning LI On Sita Well Type of Const ? Clrywater (ActuaQ - - . (Allowa6le) ? iF of Stories 1 Lengtn 16 Depth 15 S.F. rotal 240 Footprint S.F. 240 APPROVALS FEES Assessmenta . _ permit $ 662.50 WaterySewer _ Surcharge 750 Police _ plfln qeview 331. 25 Fire _ SqC,City Engc _ SAC, MWCC Planner _ WaterConn. Council _ Water Meter BIdg.Off. _ Road Unit APC _ Treatment P7 Varlence _ Pefks Copies TOTAL O O. S _ on the express condition that and City of Eagan Ordinancea 'A. PERMIT tk ? ?•? ? -. , MECHANICAI PERMIT RECEIPT q CITY OF EAGAN ?7 ??/'?Q ?`ea?, 3830 PILOT KN08 ROAD, EAGAN, MN 55722 DATE ???B?tS / CONTRACT PRICEe PHONE: 454-8100 - Site Addres Lot Block Sec/Sub D- O d O -. 6' /- 51; ? Name Vt)rAAF m F(.EIAAJIfAi. ? I Address '7 5,u ). ?,rD 5T c City ? ?A0L_ phoneJQ: Name. mErro 1086Tt? crune 3 Address 3 ±?Q 6WL 0 City R'I'tNL- Phone 727- TYPE OF WORK Forced Air - M BTU $? 8oiler ? . - M BTU $? UnitHeater ?MBTU-?. , ? Air Cond VenC " ? M BTU. .??'CFM. $_ $1 . Gas Piping Outlets # . - ? Other ? - ' FEE...- ,. c i? .'?TOTAL• "M i .... . . _:s'2._ .. . .. , . .. . ,?? . . . _ BLDG.TYPE Res. . Mult Comm. Other ? WORK DESCRIPTION New Add-on. ?- - . Repair FEES RES. HVAC 0-100 M BTU .. - $24.00 - - ? ADDITIONAL 50 M BTU 600 (RES. HVAC INCLUDES A/C ON NEW - CONSTRUCTION) - GAS OUTLETS (MINIMUM - 1 PER PERMIn -1.50 EA: COMM/INO FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES : - TOWNHOUSE & CONDOS - RES RATE APPLIES `- MINIMUM RESIOENTIAL fEE - ALL ADD-ON & . '- . •".:_.REMODELS 12.00 RAINIMUMCOMMERCIALFEE ,- ,20.00 STATE SURCHARGE PER PERMIT -:- - 50 , (ADD $.50 S/C IF PERMIT PRICE GOES`:.. BEYOND $1,000) .. . .... . 7 774 SIG TUREOF E ITT E, , FOR: CITY OF EAGAN . .,_. s... " 1987 BDILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS IPCLUDE 2 SEfS OF PLANS. 3 CERTIFICAiE5 OF SQRVEY, 1 SBT OF ENERGY C9LCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOANER MIIST DESIGAATE {iHICH ADDRESS . IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BOILDING PERMIT IS ISSQED. HfJLTIPLE DWELLINGS - RFSIDENTIAL RENTdI, OAITS FOR SALE QBiIYS IPICLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT.v 1 SET OF ENERGY CALCULATIONS c CI?L PU&t-tC tJrt L?T1'N( INCLUDE 2 SETS OF ARCHITECTURAL, & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, .. $2,000 LANDSCAPE HOND ?L ocj.6,Pni-1 oW I S31 D---o To Be Used For: 4bu5imG ObpQ- Valuation: ?-1rF4 ..?tMe- Date: .5 2 %-7 1,) 0'.'CJ00 Ol l 5"L t-JT?L- - ut MEr.71- Site Address ?Z OFEI E IISE ONLY I .Cl6v? McterSfz.-? LotS?2' a}aeic 3?5o Nco?s eo? pn Site Sewage_ \O 01300 012 ? MWCC System ? ° to n Site Well City Sdater ? Owner METRoPOUTJ.N i/?It?TE ?ZOt- GoMMlxtOr,,y Address -1?2D MEivO SQttJArP..427 BL.DC? City/21p Code `JT'• PAtidL.. h.{Kl `"101 I ?::one _Co lZ' 22Z - $4 Z--5 Ati'FRv7A'w Contractor ?K wm,qV- N ,ytqh;,,qA , 'ZAC• Assessments Water/Sewer Address $?? S• W• 32p ?•, S? ? Police Fire City/Zip Code " Planner Phone G 3G - GS?? Couneil Bldg Off Arch./Engr. MErKpFtXiTRN vjp?TE Cg (APC COMM?SStCI-? -K- Varianee Address ,35p MET2o 6Ql)Q,eC- ?-? City/Zip Code J`t'.pM.(L. f...tv1 $IDI . Phone # _ _ (pl EJ 2ZZ - $+Z3 Occupancy g• 4 Zoning L L Type of Const (Actual) .1=N (Allowable) SCiy # of Stories t Length 1 G Depth ) S S.F. Total Z4 0 Footprint S.F. Z 4-0 F£_F.S Permit to4P Z =o Surcharge 7? . s° Plan Review 331. ?T SACP City N A SAC, MWCC Water Conn Water Meter N A Road Unit w /p, Treatment Pl WJtk Parks Copies TOTAL -* "DCBb2At4 GE?JG _. , _?- ?EYJi?O ? c--? jJ ??^5x _S= 7?.'? I ' ?? ? ? h?C I (,_1w ? ? ?. ?G 2 ?= 1070 ' ' ' ??- ' ? • ??111??? Metropolitan Wasfe Control Commission DEPARTMENT PROGRAM IPROGRAM NO ,? iIDATE ?IYAGt GES SUBJECT !OF ..PA ? -U i •r-_'/ ?.. l? < Y;?r :. ..C 7. COMPUTED BY CHECKED BY AP +ROVED BY?r?rn tc?._?:!?.i-fZc? J? ? ) ._wcx , ?e '??l c.L l`?5t?.la-?-icn (?;a?Us'rv,ccn2?y ?ilrn t'zSiS4- cw+-hiae- Ver? , t n:d? Vtr , , ' '-'ro tlu.? k V al u -L X O?ll ? i nt? ??/Q'3 2/3 (t.Da)+ Y3 (1.9?) -? G c- 1 C':Slst ?. G?,?Z C r1 ?c? •?5 ?? Gt-V;Z, j X?t /1 V?C n ?Icy ic-btic? Hcc-? ,!tYYI "r i r?`?i: rvYl;.- V?6UGl.Yq i!['v.i ? C.yi, I tO? 00 l? 33 0, l "1 O ? (?a ?=`=•h,- Q ? ----? ?ti l!CO ?1 iT.Q ?, o? ?T?.?i T,`t??r r25,5r sn , r . Uu„ ? (5e.t i, 'i) . c„ ': ? r _?- D:a`'r', I f-?L7 Ci.Jo.,LE? _ C?fpxl'-} c $J ?3,`f8 ?5.7' 10D _ . ? NLT ( Czil?ra? _ (Id :?, b-?- ? l t J 5•0 2 l%? °- , j _ ?+? r`GGI' ?I?'?-J: ? l?'f7`? `?J??( ?! ? ?1?5'?''r+? <<71 c-r• r' / i, ) r d??.o ? QO?,S- dru ?r ? r?? ',?•? ?C ? jd.;P K r,L G+ . i L{-LL u • ' , !"' ?"' i cr = ??•?o ?4 ?v ?' ? ? }?'?..s =VC?.Ol? Et-i,t?4?3•°F'?351.?rae.'??.?-%??4.?Z?CT?w?.??`}???1com?:?? ? ?-,__i: ?-1 L-.? - 1?-3Cj t _QOa , 5 1-1- 4`1`?, Z "7, I = 5cc?'1.? 6-1-?k j ,r fAck.S WOJZt ? t ° Metropolitan Waste Control Commission ENGINEERING DEPARTMENT OF 3830 PILOT KNOB ROAD. P.O. BO% 21199 EAGAN. MINNESOTA 55121 PHONE: (072) 454-8100 REGISTERED MAIL November 19, 1986 DONALD SAEGER 8508 STANLEY AVE S BLOOMINGTON MN 55431 Re: IInauthorized Dumpsite Located on Nicols Road North of Silver Bell Road - 10 01800 O11 52 Dear Mr. Saeger: BEA BLOM9UI9 MUM nion,vs EraN ,l4MES A SMIIH V1C ElU50N IHEODORE WACHIER Councu Ma? niotius rEoGes Ctly PdrNn'siralor EUGENE VAN OVERBEKE Gry Genc A recent inspection of the above mentioned parcel has revealed this lot as an unauthorized dumpsite. in order to place fill in this area you would need an Excavation Permit from the City of Eagan and authorization from the Army Corps of Engineers. Please be informed the City of Eagan is requesting that you remove the debri within 15 days of receipt of this letter. If this dumpsite is not cleaned within this time frame the City will issue daily citations until it is removed. Please contact me at 454-8100 if you have any questions. Sinc rely, ? Craig E. Knudsen Engineering Technician cc: Ken Harrell, Army Corps of Engineers CK/cks THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN M?)ns-- 2007 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date fi_ / ,-:?d / C)?? . Site Address ?? /v t S Unit # Tenant Name Former Tenant Name Property Owner aub?001"n0d Telephone#( ) Con[ractor Address 74vf • CiTy ? , ' - State M /?/ Zip 1 I Telephone # ((p5h 418? -'jQi(o / License # Z.6q R' Q 6( 96 Expires: The Applicant is Owner Contractor Other Work Type New Bldg Modify Spacc _ Irrigation System•* Yes No Work in public r-o-w / easement? ?RPZ _ PVB: _ New _ Repair/Rebuild ?( Replace _ Remove Rain sensors are re uired on irri ation s stems Description of Work To inqui e ifPressure Reducing Valve is required ew service, w1165 1-675-5646 Meters - Call 65I-675-5646 to veri(y that hydrostatic, conductivity, and bacteria tests passed prior to oickine uo meter. Irrigation Size & Type Avg GPM 2" Nrbo req'd unless smaller size allowed by Pubiic Works Fire Size & Price 3/4" meter $174.00 Domestic Size & Typc Avg GPM Includes high demand devices? _ Yes _ No Fiushometers _ Yes _ No PRV Required _ Yes _ No Perroit Fee $50.50 minimum (includes State 5urcharge) Contract Value $ x 1% _ $ Permit Fee $ Meter(s) Required on all new buildings & boulevard imeaeion svstems s Radio Meter Read $ State Surcharge If oermit fre is less than $1,000, surcharge is $.50 1(nertnit fec is more [han $1,000, surcharge is 5.50 for each $1,000 owed. _ _ ' _ ' _ ' ' ' _ ' -' " " -' ' ' ' ' -' _ ' _ ' ' ' ' ' ' ' ' ' ' --' _ ' _ ' _ ' _ ' "' ' _ ' - "' ' ' _ ' ' ' ' ' ' ' ' - "' ' "' ' ' ' ' ' ' ' ' ' ' ' " Following fees apply when installing new lawn irrigation system $ Wa[er Permit Call the City's Ggineering Departmen[, 651-675-5646, for required fee amounts 5 Treatment Plant $ Water Supply & Storage S Sta[e Surcharge $ 1150 1 !5_ Total Fee - -"'1 wwr - - -uuimug rennu ana acrc110wie¢ge ma[ me mtortnanon is co ple[e ana accurale; that the work will be in confortnance wiih [he ordinan s nnd codes of the City of Eagan and with the Plumbing Codes; thet 1 underetand Nis is ot a pemiit, but only an application for a pertni[, and work is mt to s[ar1 wilblaum pe'mit; that the wnrk will 6c in acco,pance with Ihe appmved plan in the case ofw k whi r ir reri approval ofplans. u.Sa n W ??e?1'C ApWanPs Prin[ed Name ApplicunPs Signature Use BLUE or BLACK Ink � -----------------, C��.�� �- �/�'�..-5 � For Office Use � Cit of E� aIl � ' � tt �� � Permit#: ���� I � � � � � �� I Permit Fee: � � 3830 Pilot Knob Road � I Eagan MN 55122 � Date Received: �y� /��l s� � I Phone:(651)675-5675 ; ', � Fax:(651)675-5694 � Staff: � 2015 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: SiteAddress:� �f('�►Q(�S KCJ�. ���, �� ��`�a Tenant: �� Suite#: �t`O�@t"��/� �O�yj�g� :: � Name:�Q�=-� �11'1,C�,. Phone: �051- �o �c'1- �'gi�� Name:������� �;g��-rU.,C.�'lb� �-�p�„o License#: �Q, lo(a q��� � �c�n�rac�or ; aaaress:�la?i�� (`.ou�3w l�d._ �1� c�ty: l�eralvv�- state:,/L�z�p: �5��� � ��� Phone: o(.�a� �`+� "SS�� Email: _ iYtSZ ���.e,�.�. O!" � I- � �„ New Replacement �Repair _Rebuild _Modify Space Work in R.O.W. �fNe„t'�f�/41'{f, — — — Description of work: � '� J�'� � d.�d �d/� COMMERCIAL New Construction '�Modify Space � '� �, j�(r�/ �Irrigation System(_yes/ X no)(_RPZ/_PVB) �] /�� ��� l�} � • Rain sensors required on irrigation systems � � � ��f'I�tl�T � , � ������`�'i�L.�. d�,. Y�, • Avg.GPM� (2"turbo required unless smaller size allowed by Public Works) r�� ^���� n N�Meters Call(651)675-5646 to verity that tests passed prior to pickinq up meter. � �l� J Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes No Flushometers Yes No COMMERCIAL FEES Contract Value$ 8� 8 S S x.01 $60.00 Permit Fee Minimum, includes State Surcharge =$ g g. �5 Permit Fee *If contract value is GREATER than$2,010, Surcharge=Contract Value x$0.0005 =$ �. "��3 Surcharge" If the project valuation is over$1 million, please call for Surcharge _$ 9,a2. 9� TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ �a�qS TOTALFEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ �I I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X ��i{,rl� �^� x , Applicant's Printed Name ApplicanYs Signature FOR�FFICE USE Ap,prou�d By; Data�r ' � Requ�red Inspections: Under�round �Rough-In �,,,,,Air Test �Gas T�st ��inal,;;'' AFt1l Reau�red: "„_,,,,:Yes" ' No Mete� Related ttems:� Mete�Size Radici t�ead Manc�rr�eter : StafF:°. Page 1 of 3 Craig Novaczyk k l �� l From: Mark Hinsz <mark_hinsz@ricelake.org> 7) (67/' . Sent: Thursday, March 30, 2017 3:13 PM To: Craig Novaczyk Cc: Matt Gruntner; Scott Molitor Subject: MCES L13 - Plumbing Permits 132591 & 133612 Follow Up Flag: Follow up Flag Status: Flagged Craig, Regarding the plumbing permits; both RLCG &Vogel Mechanical pulled permits.Only Vogel completed the plumbing work(I pulled our permit before I had awarded Vogel's subcontract and forgot they had covered the work). I've asked Vogel to schedule a closeout of their permit. How does RLCG go about closing our permit? Thanks, Mark Hinsz Project Manager Rice Lake Construction Group 22360 County Road 12 PO Box 517 Deerwood, MN 56444 218-546-1931—Direct 763-248-2839—Cell 218-546-7016—Fax www.ricelake.org This email, and any documents which may accompany it, contain information which is intended for use only by the individual to whom it is addressed, and may contain information that is privileged, confidential and/or exempt from disclosure under applicable law. If the reader of this message is not the intended recipient any review, disclosure, dissemination, distribution, copying or other use of this message or its substance is strictly prohibited. If you have received this message in error, please contact me immediately to arrange for return or destruction. 1 � � Use BLUE or BLACK Ink {L� � ForOfficeUse ---------I �t of�� �� i��� �RECEIVE� � Pe��c#: � i � � �� I Permit Fee: e)� I,� j 3830 Pilot Knob Road � �\ OCT 151015 � � Eagan MN 55122 � � � Phone:(651)675-5675 �' � Date Received: � Fax:(651)675-5694 � I I Staff: � L----------------� 2015 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: I���� a�� Site Address: 3 ��J� ��CO�s l�io�,.aC ��t� �i� ���a� Tenant: L�� � S���i�5�� � ' Suite#- � Name: ���rp��1�'Ga� �ur�Gr I Phone: �lr� 'rlao� -�(�� II ������� 1 ,�/ � Address/City/Zip: 3`�� ���r�G �� '1����"� �+�, �J�/ 5��� � ' � .;' Name: �P9F:� ��G��ia,�,G�� �„ /"�13 O� 3�l UL' , rt � � „LN� License#: � � � Address: aZ g�l� �u i:^v;�w �'�. /� � C�ty� ,�'ja�c.✓����8, �� ' 3 ������ p � � � �l�� `� �9 � � State: �� Zip: �� �1 � Phone: h 1 ! 'Z Contact: ���vz �c� �f Email: �✓r`J / 1% �,',/ Gcr��L��•GO� � New � Replacement Additional ✓ Alteration Demolition � � � � . t� _ "� � p��� Descri�tion of work �' � al��c� � �� �'+G� u v ++ 1 �^�5 BS p ��t �xf� ���� ���}�: �yy �r � '� �� ���� ��� I � �i'�f�R'�E[.. 2��-�s��� i,���k+�� .�1`�#�� ,�* : : � il 3�, 1 RESfDENTIAL COMMERC/AL '� _Fumace New Construction � Interior Improvement 'I �������� � _AirConditioner InstallPiping Processed Air Exchanger Gas Exterior HVAC Unit ; _Heat Pump Under/Above ground Tank �Install/_Remove) ` � Other — RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge ' $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ �$� ����QQ x.01 $60.00 Permit Fee Minimum 3��0 U Q ' $70.00 Underground tank installationtremoval =$ Permit Fee Surcharge=Contract Value x$0.0005 -$ 1 �� �� Surcharge If the project valuation is over$1 million,please call for Surcharge =$ 3 y q '��° TOTAL FEE I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of ' Eagan;that I understand this is not a permit,but only an application far a permit,and work is not to start without a permit;that the work will be in accordance ' with the approved plan in the case of work which requires a review and approval of plans. ', �vh r'r �Yl�� ��j,�,� �� � � X X Applicant's Printed Name Applicant's Signature ,�'������I� � � � > �� � , ,� � � f >�������� �����' - ��'� � � � � r ��� k ��z r ,� y � , r �. � �' �� ��`°.. �` � � � . � �. � � _ ,` � -' ������ ,,.;..i+,,,,����,, � �'�����T� ,'�,,,�;�"��'�� ����� �;�h���!�t��2� � ==�-..�..,��c�����, Use BLUE or BLACK Ink -----------------, � For Office Use I l ,, I I ��* (� �i g rl,/! C) �, G��. � Pertnit#: ���lS� l I U�L� Q� �H� i I . � I � � � Permd Fee: � 3830 Pilot Knob Road I � � Eagan MN 55122 � (� �U�`'�--� I Date Received: � Phone:(651)675-5675 � � Fax:(651)675-5694 ���� ��, �'C � Staff: � L----------------� 2015 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 1 n �a i S Site Address: ���5 N ��G�5 �p Tenant: L�3 ���r Sr�T-suN Suite#: � ����� :��� �� Name: ��?/u���� 7,�,v Go��vc; �, Phone: ��'/-�C�`a-lvo0 - Name: Vtjc��c.. �i�G�F�-����-� License#: �.`������` ; Address: 2�3U �.a��.�,�v...� �� City:'�.aS�V,�.� State: t`'�N Zip: S�-at�� „ _ ` #' Phone: 4 S�Y3G-yqCr L Email: c�s�.�t�E-�cc,�vc>c�¢.�M+�-��kn�•c�c., ca M � �. =�.s w ��t °' New Replacement Repair _Rebuild �Modify Space Work in R.O.W. Cf�'��'� , — — — — Description of work: COMMERCIAL New Construction � Modiiy Space { _Irrigation System(_yes/_no)(_RPZ/_PVB) •; ' � . Rain sensors required on irrigation systems }����� • Av GPM 2"turbo r uired unless smaller size allowed b Public Works �� ,t 9• ( e4 Y ) Meters Call(651}675-5646 to verity that tests passed qrior to picking u�meter. ��' ��' � `� Domestic:Size&Type Fire: 1 � � ,:*� Avg.GPM High demand devices?_Yes No Flushometers Yes No COMMERCIALFEES ContractYalue$ �9?� x.01 $60.00 Permit Fee Minimum ��, �,�, _$ Permit Fee Surcharge=Contract Value x$0.0005 =$ E� �o Surcharge If the project valuation is over$1 million,please call for Surcharge _$ �v/�Sd TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ TreaUnent Plant $ Wate�Suppfy�Storage $ State Surcharge _$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that 1 understand this is not a permit, but only an application for a permit, and work is not tb start without a permit thffi the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X y�a�v r' �e,�.�,f-f�2 x -�--�S�✓'yf�" Applicant's Printed Name Applicant's Signatu . �����1��� ° � � ,�� # � < ' j��� f�� . .., � � �' � � � . � �����i'�'� --yr,�-,��f���'1t� �+���� �'���f �,.�,�.`"�� �`+�������� � ��� „�..����,�,�,.�� =��t`�'� ��'l� '` � ��r� {�� � � - F,.�.,..�-�+.-e.+.+-.,:p. a.� .yr�b Page 1 of 3 � r � s � r. , Use BIUE or BLACK Ink � For Office Use j �� � I Permit#: ���� I`�` `•(� Clt� of �a �Il ; . '�''] ; �.� � � Permd Fee: r ` �. � � / 3830 Pilot Knob Road Eagan MN 55122 � Q�/ � � Date Received: (J ����y � Phone: (651) 675-5675 � � Fax: (651)675-5694 � Staff: � � I 2015 COMMERCIAL BUILDING PERMIT APPLICATION Date:� Site Address:��a5 �i C�iO�S I�G�. �GZ�U.�t /�1n� ��a� —T Tenant Name:� �7(��i l .� (Tenant is: New/ X Existing) Suite#: � 1 Former Tenant: Name:,��Q��Tzu� (;i?(.f,!)C' � Phone:�05/- Ca� �I � .�z9U�'q ;F�1`+(3��1"Cy C�1l11114C '; Address/City/Zip:_��O j�Od-F1't r5 E�ae.I-� �-��, o�`t. pi(.u.C, ,�'1� .��/D! Applicant is: Owner X Contractor Tj/�1e C�f W�Ck Description of work:�C.t��f a'�feC.�70n `�,�n�-n vemer��s ,�(lie-ter 50� /� d,�,�L 50/ B �C� ,���d oG Construction Cost: -�-� �.!_1_ Name:�j1C2 L��2- t.A1�5��iU� �i1-occ,0 License#: l R(v(o �(0 7 Sl CU�1tPaC'�4t' �� Address:��3�1e0 l:Gt.11l'fi-I �d�. I� City: �C�.N'Ytic�r� ; State: l��Zip: 5�v�'�l'� Phone: oZJ�- _�"i��-- $�i 9 Contact:��1-�(, ��►S Z. Email: GU"�L � �1��S2 � ie���- or Name: p� (i 0},�Q� Registration#: � '�7�� Address:_�3�5 {�i��i�w`� � Y1� City: �� ��/ �f G�1fit�Cfl�tit�fi4�C � � • State:�Zip: 5�/I 3 Phone: (,�5l- �0��'��U�' Contact Person: ( �� en EmaiL �Ci;r m � .Lr�m Licensed plumber installing new sewer/water service:�I C� �.R� l�ltS�7uc�-iprt Phone#: „7 !�`- 5�F(c. S51 9 'NOTE:Plans and supp�orting zicicument,�;th�t,yc�u su�r+�it�r�r cc�»sfd�rrec�f tc>be pi��t'ic ii�'w'���:`�'crr�ic�n��f ,: the informati�rn rr�ay b�c/ass��d�s',nor��ptebTic if yc�u�ro�rlct+��p���3c t�sascrr��s��t�`ati�i,�f��t�`t;t9f�r�ity tcs`;, �ctt���ct�e th�ri�the ar�;�►tle sec,r�ts. . CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.Qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work requires a review and approval of plans. . X�II i� �►✓15 7_ x ApplicanYs Printed Name ApplicanYs Signature Page 1 of 3 � ' � � � ��� �� c�(s `��� • �� ��5�, DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility Exterior Alteration-Apartments �%Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse I Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* /Addition Exterior Improvement Reroof Demolish Interior ✓ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation ZOO app,e!h / Occupancy V MCES System �— Plan Review ✓ Code Edition 2��T M�G SAC Units 1� (25%_100%�) Zoning ��"> 1 � City Water ✓ Census Code Stories Booster Pump #of Units � Square Feet PRV #of Buildings / Length Fire Sprinklers � Type of Construction ]',T�•,(3 Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O.Required ✓ Footings(Addition) �Final/No C.O.Required � Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco lath _Stone Lath _Brick ✓ Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall Insulation Erosion Control Meter Size: Concrete Entrance Apron r> Final C/O Inspection: Schedule Fire Marshal to be presenfi � Yes No Q Reviewed By: ��� , Building Inspector Reviewed By: ���' , Planning COMMERCIAL FEES Base Fee l, Gr� ,7�' Water Quality Surcharge /oO.a.n Water Sampling Fee Plan Review �� d'7G . $�' Water Supply&Storage (WAC) MCES SAC £�'Esy,OT — �.� Storm Sewer Trunk City SAC �°t�•�' Sewer Trunk S8W Permit&Surcharge 843 •�O Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL .� 77'�.� Page 2 of 3 � " � ] � �s�� Dale Schoeppner September 14, 2015 Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division received notice that the MCES L-13, to be located at 3725 Nicols Road within the City of Eagan, is to be built. The Council does not collect SAC for its own projects; however, those projects may not be exempt from local charges that may be assessed by the community. If the use of the facility is ever changed to a non-transit use, SAC will be due to MCES. If this project were to pay SAC, it would be charged 1 SAC as determined below. SAC Units Charges 7.00 f. u. @ 17 f. u. /SAC 0.41 or minimum 1.00 The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email cory.mccullouqh(a�metc.state.mn.us. Sincerely, C� ����� Cory McCullough SAC Program Technical Specialist CM:Is 150911A9 (701010, 387897) Determination expiration: 09/14/2017 cc: Peggy Fleck &Amy Griffin, City of Eagan Tim Wedin, Metropolitan Council Environmental Services File, MCES � '• - -- • � .1 ��M�� • • - • .+ ��� . � � • , � . . . . . METROPOLITAN i G O U N C I L ' ��� � � � C �� � 3 �� �w� � � ��° mGG � = r , ��°� ° � m F � � ����� � �� 3�� � o� �i� �g�� � � 8��� K i ' � � � a��<� V w �� ��� � �� a�z �g�� S � ��� � zd �� � � � ° � � � � r���<� � � ��° � �� � �� 5^ � c � o�� ^ ���� �� � g � �g ��> �� �mz �s <s W w ��z � � a 4 ���"�� $ � �& 8wd � �a �` � €o8S � s �~g 8 �� � 6 S � �� � Q � �Q <�� �d ��� ���a � � ����g �� � S; � g > �� a����� � � �c ��� � E ��m ��£LL � S �d � �z "_ ��`$ ' � �i��z a^ � �� � w � G� �£$�'� d u ���q � �z �S'q �0$3 u � �a � 3 d �z �=���a � �� �oF � ��9 Gf�o � '� � � �� � � " �� �a � gi efs g< �� �f �=€m m � ���o� N� � �� � � �a �g �oo��� � �� ��� ���� �� �a ��g� o��� � � _ � � � � �m �<��� _ 83�`s� 80 =8 =< o° _�a�Go �� �80 8��� S� _ ��<� a£�� � � f .. ry M < � ,� � � a .. .. .. .. ., .. .. ., .. � � � � � I ' I I — — � — — — — — — I i NS � V 2 I iw n`-'\ W � � � � �� � I � I � �� $�" � G � � I � � � 3� s � g � � � �a �o � � V tl= �� $ � � �'4 �� �LL� � �� I g= e � � �il �� � � gg� � �- OI �g p€g � -- ---- -- ------Nn-- -- --- g v � �- -�� � _- � � �i �i �� � ; a, � � � �� �� i �� LL�� ��' � "-' � d�� J 3 I '�°a � � � �5� i ��O �g �� �;�� � � a si� ' �� �I� �o ��v a 4 '�, �a �g �0 3i� � ��.� � �ao o� �� a�� �f �`�.gi I I � �F� �i ( sg� i e'` ��S gi �°� €� I �� @gn � g � ¢Ig ��� I _c� u� C E i i I . � 4€ a ^ �Z � � � i � i i i \/ i -------- �----------�- - -- ��- --- i .una ro�o ezxbi T i � i a� i i � 3 g i � � -- i p z i �� �K � � �� � � �� 8 ' ��� f �' , g � 8 � � � \�� /// w�� ��� /// � '�,O �a� �o � £ � I F r i � Q � $ 0 °�^� . �� "'��`+8 I � $ ¢� ____'_'______ _� p � g� m g � _ _ �� � �� a I I I � z I I I €6 e wssa�anwRb q es[o6nWtb 'JNq'ZWIXIW0555�91M\OYJ\OZW Wt6h3NLTAeE6[\A f.1:2` /33-x32 41°P1 City of EaQali Weo TO: # 1 • Jon Hohenstein, Community Development • Mike Ridley, Planning — butt- S. 6V0Peto TOC f A4441T/ ' • Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering • John Gorder, Engineering • Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance • Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: August 31, 2015 RE: Plan Review For: MET COUNCIL LIFT STATION (L-13) IMPROVEMENTS 3725 NICOLS ROAD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount O Yes El No Landscape Security Required Zoning: ❑ Yes El No Water Quality Dedication Meter Size: O Yes El No Park Dedication O Yes ❑ No Trail Dedication O Yes El No Tree Dedication ❑ Yes El No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eaali Monro TO: # 1 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: August 31, 2015 RE: Plan Review For: MET COUNCIL LIFT STATION (L-13) IMPROVEMENTS 3725 NICOLS ROAD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance—N/1 tgnature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 401111111° City of Eaafl Weo TO: # 1 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance L ineran, Police FRO ": - Eke-Lance,, Sen •r Building Inspector r`C DATE: Augus , r 15 RE: Plan Review For: MET COUNCIL LIFT STATION (L-13) IMPROVEMENTS 3725 NICOLS ROAD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Ala Indicate below any fees that are to be collected with the building permit. Amount O Yes 0 No Landscape Security Required Zoning: O Yes 0 No Water Quality Dedication Meter Size: O Yes 0 No Park Dedication O Yes 0 No Trail Dedication O Yes ❑ No Tree Dedication O Yes ❑ No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering & Finance 1 . Sig ature Date G:\Building Inspections\FORMS\Commercial Bldgs Final &Plan Review Letters City of Eaaali Nemo TO: # 1 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: August 31, 2015 RE: Plan Review For: MET COUNCIL LIFT STATION (L-13) IMPROVEMENTS 3725 NICOLS ROAD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes 0 No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering & Finance Sign ure Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Ea Neto TO: # 1 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: August 31, 2015 RE: Plan Review For: MET COUNCIL LIFT STATION (L-13) IMPROVEMENTS 3725 NICOLS ROAD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes D No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication O Yes 0 No Trail Dedication ❑ Yes No Tree Dedication ❑ Yes No PRV Required O Yes 0 No REF Reconciliation between Engineering &Finance Signature Date G:\Building I istections\FORMS\Commercial Bldgs Final &Plan Review Letters 4111!0. City of Memo � TO: # 1 Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jon Eaton, Utilities Eric Macbeth, Maintenance Gregg Hove, Maintenance Lt. Mike Fineran, Police FROM: Craig Novaczyk, Senior Building Inspector DATE: August 31, 2015 RE: Plan Review For: MET COUNCIL LIFT STATION (L-13) IMPROVEMENTS 3725 NICOLS ROAD The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: O Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes 0 No Trail Dedication O Yes 0 No Tree Dedication O Yes 0 No PRV Required ❑ Yes ❑ No EF Reconciliation between Engineering & Finance 12'411 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final &Plan Review Letters BRAUN I NTE TEC The SdenceyouBuild On. Letter of Transmittal 9 Client: Metropolitan Council Environmental Project No: B1509499 Project Name: L 13 Lift Station &Meters 501A, 501 B Date: September 13, 2016 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Timothy Wedin Phone: 6123382029 Metropolitan Council Environmental Email: timothy.wedin .)metc.state.mn.us 390 Robert Street N Saint Paul, MN 55101 Re: 3725 Nicols Road, Eagan, MN Documents Sent 'Comments Concrete Tests Set 5(28-Day Break) 1Copy List Mark Hinsz, Rice Lake Construction Group Matt Gruntner, Rice Lake Construction Group pkp Contact Information: Sent By: Debra McDonough Email: dmcdonough@braunintertec.com Phone: (952)995-2136 Rev:05/05/2014 Providing engineenng and environmental solutions since 1957 r c { BRAUN Report Date:9/13/2016 Compressive Strength of Concrete Sample:115940 I NTERTEC Test Method:ASTM C39 Client: Project 11001 Hampshire Avenue S Minneapolis,MN 55438 Metropolitan Council Environmental B1509499 Phone:952-995-2000 390 Robert Street N L 13 Lift Station&Meters 501A,501 B Saint Paul,MN 55101 3725 Nicols Road Eagan,MN Sample Details Set#: 5 Technician: Busch,Jon Batched: Specimen Size: 4"X 8" Cast By: Busch,Jon Sampled: 08:30 CDT Specimens In Set 5 Date Cast: 08/12/16 Cast: 08:44 CDT Truck/Ticket#: 783/03841487 Sampled From: Chute Truck Empty: Contractor: Rice Lake Placement Method: Tremie Placement Time: Location Placement Location: Building Interior-Mechanical Location Details: Pump#2 base Sample Location)Notes: Pump#2 base Batch Log Specifications Supplier: Gemstone Mix Design: 4566 Strength: 4500(psi) Plant: 38 Umore Rosemount, Air: 4.5-7.5(%) MN Slump: 2-4(in) On-Site Admixtures: None Field Measurements Weather: Cloudy Slump(in): 2-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 74 Concrete Temp(F): 83(ASTM C1064) Air Content: 5.1(ASTM C231) Load Volume: 3(yd') Lab Test Results £t. .. Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture " Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (albs) (psi) Type Remark Method 5-1 7 08/19/16 1/6 4.00 12.57 74,530 5,930 4 1A N 5-2 28 09/09/16 1/27 4.00 A 12.57 89,900 7,150 5 1B N 5-3 28 09/09/16 1/27 4.00 12.57 88,430 7,040 4 1B N 5-4 28 09/09/16 1/27 4.00 12.57 90,070 7,170 3 1B N 5-5 35 H 09/16/16 1/34 Test Age Average Strengths(psi):7 Day-5930,28 Day-7120 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1B:The result meets or exceeds the specified compressive strength. X IV \ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 4If Chad Clemens 09/13/2016 Page 1 of 1 BRAUN I NTE RTEC The Science You Build On. Letter of Transmittal 11 Client: Metropolitan Council Environmental Project No: B1509499 Project: L 13 Lift Station & Meters 501A, 501B Date: October 26, 2016 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Timothy Wedin Phone: 6123382029 Metropolitan Council Environmental Email: timothy.wedin©metc.state.mn.us 390 Robert Street N Saint Paul, MN 55101 Re: 3725 Nicols Road, Eagan, MN Documents Sent I Comments Concrete Tests Set 6(28-Day Break) Copy List Mark Hinsz, Rice Lake Construction Group Matt Gruntner, Rice Lake Construction Group Contact Information: Sent By: Debra McDonough } Email: dmcdonough@braunintertec.com Phone: (952) 995-2136 Rev:05/05/2014 Providing engineering and environmental solutions since 1957 BRAUN Compressive Strength of Concrete Report Date:10/25/2016 I NTERTEC Test Method: ASTM C39 9 Sample:122505 The Semmes Yoe BIM On. 11001 Hampshire Avenue S Client: Project: Minneapolis,MN 55438 Metropolitan Council Environmental 81509499 Phone:952-995-2000 390 Robert Street N L 13 Lift Station&Meters 501A,501E Saint Paul,MN 55101 3725 Nicols Road Eagan,MN Sample Details Set#: 6 Technician: Petite,Matthew Batched: Specimen Size: 4"X 8" Cast By: Petite,Matthew Sampled: 10:10 CDT Specimens In Set: 5 Date Cast: 09126/16 Cast: 10:25 CDT Truck/Ticket#: 707/03887151 Sampled From: Chute Truck Empty: Contractor: Rice Lake Contracting Placement Method: Other Placement Time: Location Placement Location: Building Interior-Column Pad Location Details: Pump 3 Pad and Pump 3 Discharge Column Sample Location/Notes: Pump 3 Pad and Pump 3 Discharge Column Batch Log Specifications Supplier. Cemstone Mix Design: 4066P Strength: 4500(psi) Plant: 38 Umore Rosemount, Air: 4.5-7.5(%) MN Slump: 5-7(in) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 7-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 55 Concrete Temp(F): 62(ASTM C1064) Air Content: 7.1 (ASTM C231) Load Volume: 3(yd') Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (Its) (psi) Type Remark Method 6-1 7 10/03/16 2/5 4.01 12.63 48,810 3,870 5 1A N 6-2 28 10/24/16 2/26 4.01 12.63 63,700 5,040 5 18 N 6-3 28 10/24/16 2/26 4.01 12.63 60,780 4,810 2 1B N 6-4 28 10/24/16 2/26 4.01 12.63 64,520 5,110 1 113 N 6-5 35 H 10/31/16 2/33 Test Age Average Strengths(path 7 Day°-3870.28 Day 4990 Break Remarks Capping Methods IA:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps IB:The result meets or exceeds the specified compressive strength,_ X Illts TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 4/ Chad Clemens 10/25/2016 Page 1 of 1 BRAUN INTERTEC 2 The science You Build On. Letter of Transmittal Client: Metropolitan Council Environmental Project No: B1509499 Project Name: L 13 Lift Station & Meters 501A, 501B Date: December 15, 2015 Braun Intertec Corporation 11001 Hampshire Ave, S. Bloomington, MN 55438 To: Timothy Wedin Phone: 6123382029 Metropolitan Council Environmental Email: tim.wedin@metc.state.mn.us 390 Robert Street N Saint Paul, MN 55101 Re: 3725 Nicols Road, Eagan, MN !Documents Sent 1Comments Concrete Tests Set 1 (28-Day Break)&2(7-Day Break) Copy List Mark Hinsz, Rice Lake Construction Group Matt Gruntner, Rice Lake Construction Group • Contact Information: Sent By: Tracy Kosen Email: tkosenc braunintertec.com Phone: (952) 995-2266 Rev:05/05/2014 Providing engineering and environmental solutions since 1957 Compressive Strength of Concrete Report Date:12/15/2015 BRAUN p g Sample:90572 Test Method:ASTM C39 INTERTEC Mankato Client: Project: 2120 Howard Drive West Metropolitan Council Environmental B1509499 Suite B 390 Robert Street N L 13 Lift Station&Meters 501A,501B North Mankato,MN 56003 Saint Paul,MN 55101 3725 Nicols Road Phone:507-345-4913 Eagan,MN Sample Details Set#: 1 Contractor: Rice Lake Batched: 07:24 CST Specimen Size: 4"X 8" Cast By: Chapman,Rick Sampled: 08:05 CST Specimens In Set: 9 Date Cast: 11/17/15 Cast: 08:15 CST Truck#: 752 Sampled From: Chute Truck Empty: 08:25 CST Ticket#: 3671459 Placement Method: Pump Placement Time: _ 61(min) v. . Location ._ Placement Location: Building Interior- Location Details: Intermediate floor slab,elevation 708.75' Sample Location I Notes: NE corner Batch Log Specifications Supplier: Cemstone Mix Design: 4566P Strength: 4500(psi) Plant: 39 Burnsville,MN Air: 4.5-7.5(%) On-Site Admixtures: None Slump: 5-7(in) Field Measurements Weather Cloudy and rainy Slump(In): 5.5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 48 Concrete Temp(F): 68(ASTM C1064) Air Content: 4.4(%)(ASTM C231) Load Volume: 8(yd') Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field!Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(In) , Area(in') (lbs) (psi) Type Remark Method 1-1 7 11/24/15 1/6 4.00 12.57 67,820 5,400 5 1A N 1-2 7 11/24/15 1/6 4.00 12.57 65,890 5,240 5 1A N 1-3 14 12/01/15' 1/13 4.00 12.57 74,180 5,900 5 1A N 1-4 14 12/01/15 1/13 4.00 12.57 75,910 6,040 5 1A N 1-5 21 12/08/15 1/20 4.00 12,57 80,650 6,420 4 1A N 1-6 28 12/15/15 , 1/27 4.00 12.57 82,210 6,540 3 1B N 1-7 28 12/15/15 1/27 4.00 12.57 84,020 6,680 4 1B N 1-8 28 12/15/15 1/27 4.00 12.57 80,580 6,410 4 1B N 1-9 35 H 12/22/15 1/34 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1B:The result meets or exceeds the specified compressive strength. ,/-\ hi iv TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 yxg' Josh Kirk 12/15/2015 Page 1 of 1 I e:12/15/2015 BRAUN Compressive Strength of Concrete Report DSample:91926 Test Method:ASTM C39 INTERTEC Mankato Client: Project: 2120 Howard Drive West Metropolitan Council Environmental 81509499' Suite B 390 Robert Street N L 13 Lift Station&Meters 501A,501 B North Mankato,MN 56003 Saint Paul,MN 55101 3725 Nicols Road Phone:507-345-4913 Eagan,MN Sample Details Set#: 2 Contractor: Rice Lake Contracting Batched: 07:30 CST Specimen Size: 4"X 8" Cast By: Hagen,Brett Sampled: 08:00 CST Specimens In Set: 7 Date Cast: 12/08/15 Cast: 08:15 CST Truck#: 556 Sampled From: Chute Truck Empty: 08:15 CST Ticket#: 3681159 Placement Method; Chute Placement Time: 45(min) Location Placement Location: Building Interior- Location Details: Concrete for Floor Hatch Sample Location/Notes: Concrete for Floor Hatch Batch Log Specifications Supplier: Cemstone Mix Design: 4566P Strength:; 4500(psi) Plant: 39 Burnsville,MN Air: 5.0-8.0(%) On-Site Admixtures: None Slump: Not Specified-Not Specified(in) Field Measurements Weather: Cloudy Slump(in): 7.25(ASTM 0143) Plastic Unit Weight: Air Temperature(F): 31 Concrete Temp(F): 60(ASTM C1064) Air Content: 7.0(%)(ASTM C231) Load Volume: 2(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field!Lab Average Cylinder Cylinder - Max Load Strength - Fracture Break Capping Number Ase Days Date Cure Da s Diameter in Area in') lbs psi T •e Remark Method 2-1 7 12/15/15 1 /6 4,00 12.57 44,450 3,540 5 1A N 2-2 7 12/15/15 1/6 4.00 12.57 46,760 3,720 5 1A N 2-3 14 12/22/15 1/13 2-4 14 12/22/15 1/13 2-5_ _ 28 01/05(16 1/27 2-6 28 01/05/16 1/27 2-7 28 01/05/16 1/27 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps X /1\ d \ \ 7 7 \\ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Josh Kirk 1 211 51201 5 Page 1 of 1 • BRAUN INTERTEC The Science You Build On. Letter of Transmittal 10 Client: Metropolitan Council Environmental Project No: 81509499 Project: L 13 Lift Station & Meters 501A, 5018 Date: October 05, 2016 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Timothy Wedin Phone: 6123382029 Metropolitan Council Environmental Email: timothy.wedinmetc.state.mn.us 390 Robert Street N Saint Paul, MN 55101 Re: 3725 Nicols Road, Eagan, MN Documents Sent ]Comments Concrete Tests Set 6(7-Day Break) !Copy List Mark Hinsz,Rice Lake Construction Group Matt Gruntner,Rice Lake Construction Group Contact Information: Sent By: Debra McDonough Email: dmc donough r©braunintertec.com Phone: (952)995-2136 Rev:05/05/2014 Providing engineering end environmental solutions since 1957 , . BRAUN Compressive Stren th of Concrete Report Date:1:120/5/2501605 I NTE RTEC Test Meth9 Sample:122505 Method:ASTM C39 Musgdmwelk41444WOn. 11001 Hampshire Avenue S Client: Project: Minneapolis,MN 55438 Metropolitan Council Environmental B1509499 Phone:952-995-2000 390 Robert Street N L 13 Uft Station&Meters 501A,501B Saint Paul,MN 55101 3725 Nicols Road Eagan,MN Sample Details Set it: 6 Technician: Petite,Matthew Batched: Specimen Size: 4"X 8" Cast By: Petite,Matthew Sampled: 10:10 CDT Specimens In Set: 5 Date Cast: 09/26/16 Cast: 10:25 CDT Truck/Ticket 1/: 707/03887151 Sampled From: Chute Truck Empty: Contractor: Rice Lake Contracting Placement Method: Other Placement Time: Location.;; t Placement Location: Building Interior-Column Pad Location Details: Pump 3 Pad and Pump 3 Discharge Column Sample Location/Notes: Pump 3 Pad and Pump 3 Disd'atrge Column Batch Log Specifications Supplier: Gemstone Mix Design: 4066P Strength: 4500(psi) Plant: 38 Umore Rosemount, Air: 4.5-7.5(%) MN Slump: 5-7(in) On-Site Admixtures: None Field Measurements Weather: Sunny Slump(in): 7-1/2(ASTM C143) Plastic Unit Weight: Air Temperature(F): 55 Concrete Temp(F): 62(ASTM C1064) Air Content: 7.1(ASTM C231) Load Volume: 3(yd") - Lab Test Results' Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (lbs) (psi) Type Remark Method 6-17 10/03/16 2754.01 12.63 48,810 3,870 5 1A N 6-2 . 28 10/24/16 2/26 , . 6-3 28 10/24/16 2/26 6-4 28 10/24/16 2/26 6-5 35 H 10/31/16 2/33 Test Age Average Strengths(psi):7 Day-3870 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps ML1Nt TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Chad Clemens 10/05/2016 Page 1 oil BRAUN INTERTEC The Science You Build On. Letter of Transmittal 1 Client: Metropolitan Council Environmental Project No: B1509499 Project Name: L 13 Lift Station & Meters 501A, 501B Date: December 09, 2015 Braun Intertec Corporation 11001 Hampshire Ave. S. Bloomington, MN 55438 To: Timothy Wedin Phone: 6123382029 Metropolitan Council Environmental Email 651-602-1000 390 Robert Street N Saint Paul, MN 55101 Re: 3725 Nicols Road, Eagan, MN !Documents Sent 'Comments 1 Concrete Tests Set 1 (14-Day Break) !Copy List Mark Hinsz, Rice Lake Construction Group Contact Information: Sent By: Tracy Kosen Email: tkosen@braunintertec.com Phone: (952)995-2266 Rev:05/05/2014 Providing engineering and environmental solutions since 1957 Date:127/2015 BRAUN Compressive Strength of Concrete Report Sampler 90572 Test Method:ASTM C39 INTERTEC Mankato Client: Project: 2120 Howard Drive West Metropolitan Council Environmental B1509499 Suite B 390 Robert Street N L 13 Lift Station&Meters 501A,501B North Mankato,MN 56003 Saint Paul,MN 55101 3725 Nicols Road Phone:507-345-4913 Eagan,MN Sample Details Set#: 1 Contractor: Rice Lake Batched: 07:24 CST Specimen Size: 4"X 8" Cast By: Chapman,Rick Sampled: 08:05 CST Specimens In Set: 9 Date Cast: 11/17/15 Cast: 08:15 CST Truck#: 752 Sampled From: Chute Truck Empty: 08:25 CST Ticket#: 3671459 Placement Method: Pump Placement Time: 61(min) Location Placement Location: Building Interior- Location Details: Intermediate floor slab,elevation 708.75' Sample Location!Notes: NE corner Batch Log Specifications Supplier: Cemstone Mix Design: 4566P Strength: 4500(psi) Plant: 39 Burnsville,MN Air: 4,5-7.5(%) On-Site Admixtures: None Slump: 5-7(in) Field Measurements Weather: Cloudy and rainy Slump(in): 5.5(ASTM C143) Plastic Unit Weight: Air Temperature(F): 48 Concrete Temp(F): 68(ASTM C1064) Air Content: 4.4(%)(ASTM C231) Load Volume: 8(yd3) Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Da s Date Cure Days Diameter in Area in" lbs •si T 'e Remark Method MI= 11/24/15 1/• _`` : i 5,400 1A • :: 5,240 1-3 14 12/01115 1/13 4,00 12.57 74,180 5,900 1-4 14 12/01/15 1/13 4.00 12.57 75,910 6,040 1-5 21 12/08/15 1/20 1-628 12/15/15 1 27 1-77 /28 12/15/15 1 27 1-8 28 12/15/15 1/27 1-9 35 H 12/22/15 1/34 ®®� Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps " \ 7 7\ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Signed on Behalf of James Craig Jr. Page 1 of 1 • BRAUN 1 NTE BTEC Letter of Transmittal 3 The Science You Hudd On. Client: Metropolitan Council Environmental Project No: 81509499 Project Name: L 13 Lift Station & Meters 501A, 501B Date: February 08,2016 Braun Intertec Corporation 11001 Hampshire Ave.S. Bloomington, MN 55438 To: Timothy Wedin Phone: 6123382029 Metropolitan Council Environmental Email: timothy.wedin@metc.state.mn.us 390 Robert Street N Saint Paul, MN 55101 Re: 3725 Nicols Road, Eagan, MN Documents Sent 'Comments Concrete Tests Set 2(28-Day Break)and Set 4(7-Day Break) Copy List Mark Hinsz,Rice Lake Construction Group Matt Gruntner,Rice Lake Construction Group Contact Information: Sent By: Debra McDonough Email: dmcdonough©braunintertec.com Phone: (952)995-2136 Rev:05105/2014 Providing engineering and environmental solutions since 1957 Compressive Strength of Concrete Report Date:1/8/2016 BRAUN p 9 Sample:91926 N T E R T E C Test Method:ASTM C39 IMankato Client Project: 2120 Howard Drive West Metropolitan Council€nvironmental B1509499 Suite B 390 Robert Street N L 13 Lift Station&Meters 501A,501E North Mankato,MN 56003 Saint Paul,MN 55101 3725 Nicola Road Phone:507-345-4913 Eagan,MN Sample Details Set#: 2 Contractor: Rice Lake Contracting Batched: 07:30 CST Specimen Size: 4"X 8" Cast By: Hagen,Brett Sampled: 08:00 CST Specimens In Set: 7 Date Cast: 12/08/15 Cast: 08:15 CST Truck#: 556 Sampled From: Chute Truck Empty: 08:15 CST Ticket#: 3681159 Placement Method: Chute Placement Time: 45(min) Location Placement Location: Building Interior Location Details: Concrete for Floor Hatch Sample Location I Notes: Concrete for Floor Hatch Batch Log Specifications Supplier: Cemstone Mix Design: 4566P Strength: 4500(psi) Plant: 39 Bumsville,MN Air: 5.0-8.0(%) On-Site Admixtures: None Slump: Not Specified-Not Specified(in) Field Measurements Weather: Cloudy Slump(in): 7.25(ASTM C143) Plastic Unit Weight: Air Temperature(F): 31 Concrete Temp(F): 60(ASTM C1064) Air Content: 7.0(%)(ASTM C231) Load Volume: 2(yd') Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test field/Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(in') (ibs) (psi) Type Remark Method 2-1 7 12/15/15 1/6 4.00 12.57 44,450 3,540 5 1A N 2-2 7 12/15/15 1/6 4.00 12.57 46,760 3,720 5 1A N 2-3 14 12/22/15 1/13 4.00 12.57 55,040 4,380 6 1A N 2-4 14 12/22/15 1/13 4.00 12.57 57,120 4,540 4 1A ' N 2-5 28 01/05/16 1/27 4.00 12.57 64,130 5,100 4 1B N 2-6 28 01/05/16 1/27 4.00 12.57 65,690 5230 3 1B N 2-7 28 01/05/16 1/27 4.00 12.57 62,770 4,990 1 1B N Test Age Average Strengths(psi):7 Day-3630,14 Day-4460,28 Day-5110 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps 1B:The result meets or exceeds the specified compressive strength. /X SSIII TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 ( Josh Kirk 01/08/2016 Page 1 of 1 • BRAUN Compressive Strength of Concrete Report Date:1/8/2016 Test Method:ASTM C39 g Sample:93141 INTERTEC Mankato Client: Project 2120 Howard Drive West Metropolitan Council Environmental 81509409 Suite B 390 Robert Street N L 13 Lift Station&Meters 501A,501B North Mankato,MN 56003 Saint Paul,MN 55101 3725 Nicols Road Phone:507-345-4913 Eagan,MN } Sample Details Set#: 3 Contractor: Rice Lake Contracting Batched: 09:23 CST Specimen Size: 4"X 8" Cast By: Petite,Matthew Sampled: 10:05 CST Specimens In Set: 5 Date Cast: 12/28/15 Cast: 10:20 CST Truck#: 825 Sampled From: Chute Truck Empty: 10:25 CST Ticket#: 03688628 Placement Method: Chute Placement Time: 62(min) Location Placement Location: Building Exterior-Structural Slab Location Details: Transformer Pad. Sample Location/Notes: Transformer Pad Batch Log Specifications Supplier: Gemstone Mix Design: 4566P Strength: 4500(psi) Plant: 39 Bumsville,MN Air: 5.0-7.0(%) On-Site Admixtures: None Slump: -6(in) Field Measurements Weather: Cloudy Slump(in): 5.75(ASTM C143) Plastic Unit Weight: Air Temperature(F): 20 Concrete Temp(F): 58(ASTM C1064) Air Content: 7.8(%)(ASTM C231) Load Volume: 4(yd') Lab Test Results Testing Lab:Bloomington,11001 Hampshire Ave S,Bloomington,MN,55438 Specimen Test Test Field I Lab Average Cylinder Cylinder Max Load Strength Fracture Break Capping Number Age Days Date Cure Days Diameter(in) Area(In') (lbs) (psi) Type Remark Method F' 3-1 7 01/04/16 1/6 4.01 12.63 54,870 4,340 4 1A N 3-2 28 01/25/16 1/27 3-3 28 01/25/16 1/27 3-4 28 01/25/16 1/27 3-5 35 H 02/01/16 1/34 Test Age Average Strengths(pal):7 Day-4340 Break Remarks Capping Methods 1A:The test result is for informational purposes. N:ASTM C1231,Unbonded Caps r 16 TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 Josh Kirk 01/08/2016 Page 1 of 1 Special Inspection Report — Concrete Preplacement Stantec Project: Lift Station L-13 S.I. Report No: 1 Owner: MCES Date: 11-11-15 Time: 9:00-10:30 Stantec Project No: 193800020 Owner Project No:805550 Description/Location of Placement: Intermediate Level Slab Line and Grade Inspection Item Acceptable Description/Comments Location ®YES ❑ NO 0 NA Elevation ®YES 0 NO 0 NA Elevation matches existing landing Dimensions ®YES ❑ NO 0 NA Drainage 0 YES 0 NO ® NA Preparation of surface ❑YES 0 NO ® NA Bearing ❑YES ❑ NO NA Forms Inspection Item Acceptable Description/Comments Surface preparation 0 YES ❑NO ❑ NA Tightness ®YES ❑NO 0 NA Cleanliness 0 YES 0 NO ❑ NA Temperature 0 YES ❑NO 0 NA Plumb El YES ❑NO NA Chamfer strips 0 YES ❑NO ❑ NA Chairs ❑YES ❑NO ® NA Form ties ❑YES 0 NO 0 NA Reinforcement Inspection Item Acceptable Description/Comments Size(diameter, length, hook) ®YES ❑NO ❑ NA Grade of Reinforcement 0 YES 0 NO ❑ NA #of bars/spacing ®YES ❑NO ❑ NA Wall Dowels, 8"embedment Cover/bar projection 0 YES ❑NO 0 NA Splice lengths 0 YES ❑NO 0 NA Stability(chairs,spacers) 0 YES 0 NO 0 NA Cleanness(no dirt,or loose rust) ®YES ❑NO ❑ NA Epoxy coating 0 YES 0 NO 0 NA V:\1938\active\193800020\ConstructionAdminDocuments\FieldObservation\Special Inspections\Stantec Special Inspection Checklist-Concrete Preplacement Report No.1.docx F Special Inspection Report — Concrete Preplacement — Pg. 2 Stantec Project: Lift Station L-13 S.I. Report No: 1 Owner: MCES Date: 11-11-15 Time: 9:00-10:30 Embedments I Blockouts Inspection Item Acceptable Description/Comments Anchor bolts ❑YES 0 NO ® NA PVC waterstops 0 YES 0 NO ® NA Pipe sleeves 0 YES 0 NO ❑ NA Not on site. Railing sleeves 0 YES 0 NO 0 NA Rail sleeves are on site, per Matt Gruntner. Hatch frames ®YES ❑NO 0 NA Beam pockets, brick 0 YES ❑NO NA ledge,etc. Notes Rick Russel: MCES Inspector on site. Checked all holes for depth. Five holes were not deep enough. Marked with a marker. "S"for Shallow. Rice Lake to re-drill. Phil Caswell and Daryl Kirschenman Re-checked majority of holes. Rick had also confirmed that holes were brushed out. Phil spot check cleaning of holes. Rick Russel Phone: 415-320-3551 Matt Gruntner/Jim Lange: Discussed pouring concrete slab, up against the existing spiral stair to eliminate the extra piece of grating to fill the gap between concrete as dimensioned and spiral stair. Matt Gruntner Phone 612-987-9609 Matt Grunter: Has the sleeves for the hand rail on site. Matt to pick up pipe sleeves before Monday. Discussed eliminating the sleeve around the existing 30" Forcemain. As the that pipe will be removed. Jim Lange: Demonstrated applying the Hilti Re-Adhesive anchors. First two holes excessive amount used. Installation was discussed by Phil Caswell. Matt anticipates iron workers to be installed on Thursday and Friday of this week. Concrete inspection with Stantec, and City of Eagan is tentatively planned for Monday, Nov. 16. Concrete pour is tentatively planned for Tuesday,Nov. 17. Work inspected ® IS ❑ IS NOT in conformance with the contract documents. Remedial/corrective work 0 15 ® IS NOT required prior to commencing work. Contractor ® HAS ❑ HAS NOT been notified of the results of this inspection. Date remedial/corrective work was completed: ® Photographs Folder path: ❑Attachments: V:\1938\active\193800020\ConstructionAdminDocuments\FieldObservation\Special Inspections\Stantec Special Inspection Checklist-Concrete Preplacement Report No.1.docx This Special Inspection was performed in conformance with IBC 2006,Section 1704 Special Inspections. Signed by: Daryl Kirschenman Date: 11-11-15 Copies ❑ Owner 0 SEOR ® Project Manager 0 Field File 0 0 File V:\1938\active\193800020\ConstructionAdminDocuments\FieldObservation\Special Inspections\Stantec Special Inspection Checklist-Concrete Preplacement Report No.1.docx Special Inspection Report - Concrete Placement Stantec Project: LIFT STATION NO. 13 S.I.002 Owner: MCES Date: 11/17/15 Time: 8:00AM Stantec Project No: 1938000020 Owner Project No: 805550 Description/Location of Placement: Lift Station Intermediate Slab Field Tests of Concrete(see page 2 for additional testing records) Inspection Item Acceptable Description/Comments Specified mix ®YES ❑ NO ❑ NA 4,500 PSI @ 28 days; Designation 4566P Field additions(water, air, ®YES admix.) IDNO 0 NA None Air content(at point of ®YES placement) 0 NO ❑ NA 4.4% Slump ®YES 0 NO 0 NA 5.5" Temperature ®YES ❑ NO 0 NA 68 Deg F for concrete Discharge time limits ®YES 0 NO 0 NA OK Conveyance, Inspection Item Acceptable Description/Comments Nonreactive materials 0 YES 0 NO 0 NA Drop height ®YES ❑NO 0 NA Pump Truck; placed from 1'above slab Prevention of segregation ®YES 0 NO 0 NA Prevention of contamination ®YES 0 NO ❑ NA Placement and Consolidation Inspection Item Acceptable Description/Comments Surface preparation(water, ❑YES 0 NO ® NA temp.) Mortar bedding(joint starter 0 YES ❑NO ® NA mix) Prevention of segregation ®YES 0 NO 0 NA Depth of lift(maximum limit) ®YES 0 NO 0 NA 1'thick Internal vibration(depth, ®YES 0 NO 0 NA spacing) Consolidation around ®YES 0 NO 0 NA Vibration OK around pipe penetrations, hatches and other openings embedments Finishing, Curing and Protection Inspection Item Acceptable Description/Comments Specified finish ®YES 0 NO 0 NA Screed, handfloat Protection(burlene, ®YES 0 NO 0 NA Indoor conditions, room temperature blankets,etc.) p Curing(temperature,time, ®YES 0 NO 0 NA MasterKure ER 50 surface applied etc.) pp Form removal strength ®YES 0 NO 0 NA Forms left in place for more than a week prior to removal Finish surface appearance ®YES ❑NO 0 NA V:\1938\active\193800020\ConstructionAdminDocuments\Special Inspections\Stantec Special Inspection Checklist-Concrete Placement Report Intermediate Floor.docx Page 1 of 4 Special Inspection Report — Concrete Placement - Page 2 Stantec Project: Lift Station No. 13 S.I. Report No: 002 Owner:MCES Date: 11/17/15 Time: 8:00 AM Concrete Testing Summary Truck# Qty. Batch As delivered Modified Discharge Discharge Comments (CY) Time Air Slump Temp. Air Slump Start End Content (in.) (F) Content (in.) (%) (%) 4566P 8 740 4.4 5.5 68 - - 805 820 4 cylinders made 4566P 8 755 - - - - - 828 856 Notes: Indoor placement, room temperature conditions. Outdoors =49 degrees F, 100% humidity, Rain, 50 deg Dew Point Vibration looks good around all penetrations and openings. Hand float smooth finish. Work inspected ►i4 IS 0 IS NOT in conformance with the contract documents. Remedial/corrective work 0 IS ® IS NOT required prior to commencing work. Contractor ® HAS 0 HAS NOT been notified of the results of this inspection. Date remedial/corrective work was completed: ❑ Photographs Folder path: ®Attachments: (4)Photos Attached This Special Inspection was performed in conformance with IBC 2006, Section 1704 Special Inspections. Signed by: &hut ( gele rrar-e Date: 11/30/15 Copies: ® Owner ® SEOR ® Project Manager 0 Field File ❑ 0 File V:\1938\active\193800020\ConstructionAdminDocuments\Special Inspections\Stantec Special Inspection Checklist-Concrete Placement Report Intermediate Floor.docx Page 2 of 4 b t. .i1hM.y.. sem ' .... l M zu „ "' ' '''' -, .7--'''-: -------- ' /-'-1/-_--,,:.,/'i:5'' -: ti.` / / y r / 71. i 7 l7A } 7 Picture #1: Additional Reinforcement around Openings _ . k r �. e $ + r, Picture #2: Diagonal Bars at Corner of Hatches V:\1938\active\193800020\ConstructionAdminDocuments\Special Inspections\Stantec Special Inspection Checklist-Concrete Placement Report Intermediate Floor.docx Page 3 of 4 t r • • . Picture #3: Epoxy Bar Dowels at Existing Wall Picture #4: New Intermediate Floor after Finishing Operations V:\1938\active\193800020 ConstructionAdminDocuments\Special Inspections\Stantec Special Inspection Checklist-Concrete Placement Report Intermediate Floor.docx Page 4 of 4