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4168 Prairie Ridge Rd•+ `? -? CITY OF EAGAN 17611 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 / BUILDING PERMIT Receipt # I To be used for SF DWC/GAR Est. Value $104,000 Date 1''sAR 19 lg 90 Site Address 4168 PRl1IRIE RIAGE RD Lot 16 Block 2 Sec/Sub. COIJNTR Parcel No. W Name 't'KOY SAVACE o Address 7721 BOkA RD Ciry ??DSVIEW Phone 786-4856 Name _ Address Phone ?W Name ?? Address i W City Phone I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. r Signature of Permitee 4 A Building Permit is issued to: TROY SAVACE on the express condition that all work shall be done in accordance with all applicable State of Minnesota Slatutes and City of Eagan Ordmances. Building Dificial • ? CE USE ONLY Occupancy B-3 M-1 FEES Zoning R 1 6?'? (Actual) Const ? Bldg. Permft (Allowable) Surcharge 52.00 # ot Stories 68 ' Pl R 425.00 Length an ewew Depth l - SAC, Cily 100•00 S.F. Totai - SAC, MCWCC 6?•? S.F. footprinis - 625.00 On Site 5ewage _ Water Conn On Site Well water Meler 90.00 MwCC System ? Acc1. Deposit 30.00 City Water ? 30•? PRV Required S/W Permit Booster Pump - SiW Surcharge .50 252.00 Treatment PI APPROVALS Road Unit 355.00 Planner - Park Ded. Council 1.00 BIdg.Off. _ Copies 3,214.50 Vanance - TOTAL ' • Permit No. Permit Holder Date Telephone # WATER l 3 SFV?{ER PLUMBING ? c3 (7 H.V.A.C. ? ao? ELECTRIC Inspection Date Insp. Comments Footings I Foundatbn ? Framing Roorny Rough Plbg. 1541,- •? Rou9h Ht9. /? yU - lsul. Firepiace i • °j- 90 ? Final Hig. Fnal Plbg. Const. Meter Plbg. Inspector - Notify Plumber Engr./Plan Bkig. Final Oeck Ftg. Deck Final Well Pr. Disp. ti 6 1 . R ? .... (gtr#i#iratt uf COrru?aury titp of (tagan EPpwtriiPttf 11f w1tdd* jwPrtiDit 77iis Certificate issued pursuant to the requiremenu of Section 346 of 1ke Unif'orm Building Code certifying thal at the time of rssuance lhis struciure was in compTiance with !he various ordrnances af rke Cfty regulatrng building construction or use. For the following.Lbe Cl,ssi,„ SF DWGIGAR Bldg. ??t No. 17611 o-Wxy ,tya zAnimB Dnuia RI R) .iya rMSe 'UN ow,« or BU? T1?3Y SAVA[E ? 7721 B(lNA F[]AD, MD[A?ID6VIHJ ? ? .+ 168 PMM?B FOAD Lm"ty L 16, B2, flOINIIItY HO.LIOW J[II+E 1, 1990 Dau: HuildiWg POST IN A CANSPICUOUS PLACE r? , r-or omoa us. only: MECHANICAL PERMIT PERMIT # CITY OF EAGAN RECEIPT # 3530 PILOT KNOB ROAD, EA(iAN, MN 55122 IACT PRICE: PHONE: 454-8100 DATE: Site Address - Lot._4;??__ Block m Name ?g Address c City ? Name _?.. c Address O CitY TYPE OF WORK Forced Air Boiler Unii Heater Air Cond. Vent Gas Piping Outlets # Other Phone Phone ? CJ M BTU M BTU M BTU M BTU CFM / PERAAIT FEE: S/C: BLDG. TYP WORK DESCRIPTION Res. New Mult Add-on Comm. Repair Other FEES RES. HVAC 0-100 M BTU - $24.00 ADDITIQNAL 50 M BTU - 6.00 (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM -1 PER PERMIT) - 1.50 EA. COMMlIND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TQWNHOUSE & CONDOS - RES. RATE APPLIES AAINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $50 S/C PER EACH $1000.00 OF PERMIT FEE) -- SIGNATURE OF PERMITTEE TOTAL: ?'"Y'''•' ?' ?I FOR CITY OF EAGAN ? , CITY OF CONTRACT 3830 PILOT KNOB ROa PRICE PNONE 4 Site Address 4168 P n? i r i o. :' i c, cr e Lot 16 Block 2 Sec/Sub_ Name m I Addre = Cay _ "2 IAdd $ crty FEES COMM./IND. FEE - 796 OF CONTI APT. BLDGS. - COMM. HATE APi Phone FEE APLLIES _ -- - nca1vc1,4 i I„L-rcc: y 1 c.w - COMM.IND.IFEE $20.00 IRCHARGE PER PERMIT .50 $.50 S/C PER Res_ 4?: Mult. Other Add-on Repair TMe N . FIXTURES TOTAL Oo 3 Water Closet - $3.00 g . Bath Tubs - $3.00 - Lavatory - $3.00 00 - Shower - $3.00 C.)o Kitdien Sink - $3.00 ? • ? UrinaUBidet - $3.00 / Laundry Tray - $3.60 T Floor Drains - $1.50 / Water Heater - $1.50 ? ? - - _ ool - $3 ?- Whirl 00 '? - p . -T Gas Piping Outlets - $1.50 (MINIMUM -1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 ? Rough Openings - $1.50 U. G. Sprinkler System - $12.00 ?? PERMIT FEE: - STATES S/C: ? GRAND TOTAL: ?7'-5 ?".c , ?.. . .. . . ... :0 CASH RECEIPT ' , , CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 ?1CJ DATE t9 WW4o r - cnai AMOUNT ? S '-, ? ` " G'' `. ? & DOLLARS ,oo ? CASH CHECK wa ?-?L 1 M? _- I ? -d 1 v sv t `?.`_ r r C White-Payom ? 6E27 , Pir*--FAe cop,, Thank You SEWER & WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE Arr'-> 21 , 1 09tl OFFICE USE ONLY METER #`f 3 s! aqG ? pERMIT DATE n -1/ 2 2.4 90 CHIP # -? PERMIT # 11281 METER SIZE B.P. RECEIPT # ISSUE DATE B.P. RECEIPT DATE03?? y PRV - BOOSTER PUMP SITE ADORESS 4068 Arai ri n Rjr,jge 8ngd LOT It,BLOCK ? SECISUB C•rn m t r:?r Hrti 1 1g,c.T APPLICANT:. ADDRE,SS: _ CITY, STATE ZIP PERMIT REOUESTED .? SEWER '/?_ WATER - TAPS - COMM/IND x RESIDENTIAL _J__ NEW EXISTING PHONE: Lawn Sprinkler Meters are to be Installed PLUMBER: (?' Ahead af Domestic Meters on Water Line. ADDRESS: Credit WILL NOT be given for Deduct Meters. CITY, STATE +:n?mm?rmfi , ZIP ??- PHONE: 423-I14' 1 AGREE TO COMPLY WITH CITY OF OWNER: 'Iroy `??='??-,•' EAGAN ORDINANCES ADDRESS: 7221 AnNA RD CfTY,STATEMnliunevTVV ZIp 55,3+_2 PHONE: GNAT HEN METER I D PLEA3E 11tLOW TWO WORKING DAYS IkOR PROCE9SINd. CALL 454-5 FOR INSPECTiONS. FOR STORM SEMIER PERMITS, CONTACT ENGINEERINCi DEPT. s ? ? 40258 ? P ? Raqueet Date _ ^? Flre o. Rough-In 'on Require ? Reatly Now A Will NotiFj Inapecta Wh R 4 d C./ Yas No en ea Y I licensed contractor ? owner hereby request inspection oi above electrical work at: .bb?! re? D lsvee?x or / Y? /`' J G 1 p -C /` ? "l ??'?'q" ,a7' /? Secibn No. Township Neme or No. Range o. ly? _ Coun? OcGUpanl (PRINn uF9- SA9 Phone No. ,.o . - Power r .?[ ??Q Atldre-ss ? ) TU lJ Elecir"r.al Con4aclor (Cwnpany Nema) fh ?/ CanlreIXw5 License No. oyay? v -3 e? « P?t?,? Mailirig Adtlress (Conhactor or Owner Making Iretallatbn) tz-7 54-6 1? 4- Lr / //e !J 5 s`?z.4 . ,e ? Auth " ture (COntract M' nstallatbn) Phane Number S(? 6 'q -?? MINNESOTA BOAHD OF ELECiHICiTV THIS INSPECTION REQUEST WILL NOT Gtlg9e-1141tlweY BIJg. - ibom S173 BE ACCEPTEO 6V THE STAiE BOAFD 7827 Uniwnlly Ave., SI. Peul, MN SSt00 UNLESS PROPER INSPEGTION FEE IS PMre (612) 802A800 ENCLOSED. ? s1illF o P 02.58 REQUEST FOR ELECTRICAL INSPECTION ? Sre instrucliane 1or compedrg this trnm on back oi yelbw ropy. X" Below Work Covered by This Fequest e?o??• e Add Rep. TypeotBuilding ApplianCBSWiretl EquipmentWired Home Ranqe Temporary Service Duplex Water Heater Electric Heating Apt Building Dryer Ottier (Specify) Comm./lndustrial Furnace Farm Air Conditloner Olher (specity) ConVacNr§ Remeiks: Compute-Inspection Fee Below: # Other Fee # Service Enlrence5ize Fee # CircuitsiFeetlers Fee Swimming Pool ` 0 W 200 AmpS JGO [) C tl % 0 to O O A Amps 6 q d Transformers A6ove 200 _ Amps Above 6- Amps $i9nS Inspeciw§ Uee Onty: Irri9ation Booms I Special Inspecfion Alarm/Communication . Olher Fee 'a f I, the Elechical Inspector, hereby certify that the above inspeclion has been made. Raugtrin F;nai L oare oa ? ? OFPICE USE ONLV This request vold 18 mrMS Irom CITY OF EAGAN N2 17611 .? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 n /_ p0? BUILDING PERtv11T Receipt u L? ?U ? Tobeusedlor SF DWG/GAR Est.vaWe $104,000 Date MAR 19 , 7g 90 Site Address 4168 PRAIRIE RIDGE RD Lot 16 Block 2 Sec/Sub. COUNTRY HOLLOW Parcel No. W IName TROY SAVAGE o Address 7721 BONA RD City MOUNDSVIEW Phone 786-4856 fo Name S? g¢ Addfess ? City Phone ?w Name ?z Address `-Q a W City Phone I hereby acknowlege thatl have read ihis application and state Ihatthe inlormation is correct and agree lo comply with all applicable Stale ol Minnesota StaWtes and City of Eaqgn Ordinancqs. , Signalure of Permitee - G? A Building Permit is issued tn: TROY SAVAG' on ihe express condilion that all work shall be done in accortlance with all applicable State of Min?nesota StaWtes an-dy yC?ityof Eagan Ordinances. Building Official ./ '` 111 .4L! I I I I.LI OFFICE USE ONLV Occupancy R-3 H-A FEFS 2oning R=1 (ACtual) Const V=N Bltlg. Permit (Allowable) V-N # of Stories Lenglh Deplh S.F. Total S.F. Footprirns On Site Sewage On Site Well MWCC Syslem ciry water PRV Required Boosler Pump APPROVALS Planner Council Bldg. Off. Variance 654.00 52.00 425.00 100.00 - Surcharge (j$ ' Plan Review SO 1 SAQ City - SAC,MCWCC finn-nQ waterConn 625.00 Water Maler 90.00 XX xx Accl. Deposit 30.00 XX S!W Permil 30.00 - SM/ Surcharge .50 Trealmenl PI 252.00 RoadUnit 355.00 - Park Ded. Capies 1.00 - TOTAL 3 214.50 =r DATE: RE: 4168 PRAIflIB RIDGS RD 03/22/90 x Your Sewer & Water Permit for the above properry has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. _ Your Sewer 8 Water Permit for the above property cannot be completed for the following reasons: .?` + Your Sewer & Water Permit for the above property has been completed, but the meter cannot + be issued or occupancy allowed until further notice. - COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Bill Adams or Dirk House (Plumbing Inspectors- 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REQUIRED BY LAW. CONTACT COMMUNITV DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. .m M •?- - DATE: 03/22/90 RE: 4168 PRAIRIS RIDCE RD x Your Sewer & Water Permit for the above property has been completed. It will be held at the Pubiic Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Your Sewer & Water Permit tor the above property cannot be completed for the following reasons: I r? i Your Sewer & Water Permit for ihe above property has been completed, but the meter cannot .;, be issued or occupancy allowed until further notice. COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Biil Adams orDirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALI LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. .? REQUIRED BY LAW. CONTACT COMMUN'IiY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICV. Secretary, Building Inspections Dept. 0 RESIDENTIAL 0 BUILDING PERMIT APPLICATION CITY OF EACAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New CansW ctlon Reouirementa • 3 registered site surveys showing sq. fl, of lof, sq. ft. of house; and all raafed areas (20%.marimum lot coverage allowed) • 2 copies of plan showirg beam & window sizes; poured found design, etc.) . isetbtEnergyCalculations • 3 copies of T2e Preservation Plan if lot platted after 711N3 . Rim Joist Oerail Options selactlan sheei (61dgs with 3 ar less units) DATE (o 'a?_ U-.)- RemodellReoair Reauirements . 2 capies of plan • 1 set of Energy CalcWatlons for heated additions . 1 site suney for exterior additions & decks • Indicate i( home served hy septlc system Por addiGOns ^7 VALUATION 9. 1/60 p SITE ADDRESS A114 9 1 RaT2?E ?? ?a?6 ?ca?- MULTI-PAMILY BLDG _Y TYPE OF WORK RF Roo-? FIREPLACE(S) _ 0_ 1 APPLICANT QY-4*=- _N _ 2 STREETADDRESS /Lt 20 arr?uR.rJS?.(Ir" STATE tnd ZIP 55337 TELEPHONE# `?St•yy5=eo?a CELLPHONE# FAX# '76"2'915r4 `19 4 L PROPERTYOWNER L#"? ?Y*!7 Malu TELEPHONE# G5f'686-7831 -f -------------- --------------------------------------- ------- ------------------°°--------°--- COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RiTLES 7670 CATEGORY I MINNESOTA RULES 7672 (^I submission lype) • Residential Ventllatlon Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted . Energy Envelope Calcuiatlons Submitted Plumbing Contractor: Plumbing system includes: Mechanical Contractor: Mechanical system includes: _$ewteP,lWater Contractor. Air Conditioning _ Heat Recovery System Fee: $90.00 Phone # .7000 r?N r??d? Phone # kn? JUN 2 5 2002 ? ----------------------°-------°°-°----°-°-----------------------°-°------------------- ......................... I hereby acknowledge that I have read this application, state that the information is co ec?t, arr y,witfi all applicablo State of Minnesota Statutes and City of Eagan Or ? ances. Signature of Applicant 922z4wz?Q /q OFFICE USE ONLY _ Water Softener _ _ Water Heater _ _ No. of Baths _ Phone # Lawn Sprinkler No. of R.I. Baths Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4102 • OFFICE USE ONLY • 1640 _ f V717-1• ? 01 Foundation ? 02 SF Dwelling ? 03 .01 of _ plex ? 04 02-plex ? 05 ,03-plex ? 06 ,04-plex ? 07 05-plex ? OS 06-plex ? 09 07-plex ? 10 08-plex ? 11 10-plex ? 12 12-plex ? 13 16-plex ? 16 Fireplace ? 17 Garage ? 18 Deck ? 19 Lower Level Plbg_Y ar _ N ? 20 Pool ? 21 Porch (3-sea.) C ? 22 Porch/Addn. (4-sea.) ? 23 Porch (screened) ? 24 Storm Damage ? 25 Miscellaneous ? 30 Accessory Bldg ? 31 Ext. Ait - Multi ? 33 Ext. Alt - SF ? 36 Multi ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundatlon) ? 45 Fire Repair ? 33 Alteretion ? 37 Demolish (Bldg)' ? 43 fteroof ? 46 WindowslDoors ? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Boaster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const W idth REQUIRED INSPECTIONS _ Footings (new bldg) FinaUC.O. _ Footings (deck) FinaUNo C.O. _ Foorings(addirion) _ Plumbing Foundarion HVAC _ Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tesu _ Final _ Fram?no _ Siding Stucco Stone _ Fueplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insulation _ Retaining Wall Approved By Base Fee Surcharge Plan Review . MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total Building Inspector 2000 BUILDING PERMIT APPLICATION (RESIDENTIAL) • CITY OF EACAN 3830 PILOT KNOB RD - 55722 ? ?J(? 19-- 651-681-4875 New ConthuNlon Reaulremenh Re Reoalr ReaulremeMa I D 3 reyisfered fite wneys showlny sq. R of bl. W. It. of houae 2 coplet of Plan ?al I?"' ??? I u V anC g({ roOtetl areas @0°l6 maudimum lot coveraae albwedl 1 Set of energy CdCWaHOna IOr healetl addiMOM ? ? 2 copMs ol plans (ahow beam & wlntbw Yzea: pouretl Md. design; etcJ 1site wrveY la exfedor additlona R tleCka D 1!61 W enerpy calcWaNOru a J coples ot hee preservabOn plan H lot plaMetl aMer 7/1/93 60 pA1E: ?- 2-( -o o CONSTRUCTIONCOST: ??? ' DESCRIPTION OF WORK: ) Z V 17 / SiREETADDRESS: /,j-/t. 1 c j2i /J? c' ?o /-? LOT: 1( sv BIOCK: ? SUBD./P.I.D. #: CCl? L, .tn.FY ?4 I PROPERIY OWNER CON7RACTOR ARCHITECT/ ENGINEER PhOn6 Lnat FIrs1 Sheet Address: "/lG /Z, .7' c City State: vp: 5-?/Z 3 Comp(iny.? p Cv Phone #7? (area code) f/' ??? ?/ S? ? r Llcense??? 6S?? Sheet Address: /1? CHy /? 11- TTz' Stafe: Zip: ?r S 7 Company: Telephtine M: ( Name: Sheet Address: Regishaflon #: CNy State: 21p: Sewerlwater licensed plumher (If fnatallira sewerlwaterl: Pho^e ? L---I I herebY acknowledge ihat I have read Mis applicWbn, stafe thaF 1he in ' b conecf, and gree to eomplywHh an applic?le Stale of Minnesota Slotufes and Cily ot Eagan Ordinonces. Signalure of ApplicanY. OFFICE USE ONLY Certificates of Survey Received _ Yes _ No ; SEP 2 6 200O Tree Preservation Plan Received _ Yes _ No _ Not Required , OFFICE USE ONLY BUILDING PERMIT SUBTYPES O 01 Foundation O 07 05-plex ? 02 SF Dwelling O 08 06-plex ? 03 01 of _ piex ? pg 07-plex ? 04 02-plex p 10 08-plex ? 05 03-plex ? 11 10-plex ? 06 04-plex ? 12 12-plex WORK TYPE ? 31 New 32 Addition ? 33 Alteration ? 34 Repair ? 13 16-plex O 21 Porch (3-sea.) ? 17 Garage O 22 Porch/Addn. (4-sea.) b) 18 Deck O 23 Poroh (screened) O 19 Lower Level O 24 Stortn Damage Plbg _V or_ N 0 25 Miscellaneous O 20 Pool O 30 Accessory Bidg. ? 36 Move Bidg. ? 43 Reroof O 37 Demolish (Bldg)' ? 44 Siding O 38 Demolish (Interior) ? 45 Fire Repair ? 42 Demolish (Foundation) ? 46 Windows/Doors " Give PCA handout to applicant for demolition permit GENERAL INFORMATION SAC Code b / No. of Units No. of Buildings Const. (Actual) -f (Allowable) ?--t/ UBC Occupancy ? Zoning # of Stories Length W idth Basement sq. ft. Main level sq. ft. sq.ft. sq.ft. MISCELLANEOUS INSPECTION5 ? Stucco/Stone APPROVALS Planning _ Permit Fee Surcharge Plan Review License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: sq.ft. sq.ft. Footprint sq. ft. Census Code MC/ES System City Water Booster Pump PRV Fire Sprinklered Building W Engineering Variance Valuation: $ '- - . ? 31 Ext. Alt - Muki ? 33 Ext. Ait - SF ? 36 Mutti y3 ? SAC Units °1o SAC YOR'S CERTIFICATE TROY sAV4GE ! NEW HOU9E LOGATION 823.0 lENCN MARK I O (? TOP OF VIPE , EIfV * ezza? ?? exr. Q 4 Y5.6 ?i 4u fp ?9 \1 884.9 , p 6I3.4 e ! b 33 ezi.s b w, 822.4 ? . qv.,O ?p '7P? ryM? I???: ^ •Y l . ra' f ? b ' ? ?.i ?> ? ?Z? ? ?rj ` ` ?,. •. 823.0 ? 2>33 rc.si /? 3g4j \ al I . N ste.a¦ ?ezi.s 30 ' 10 q) Q3? ¢y ? /ti`° Qq'? / ti 04) ti C? ti oa A.? /y ?• I ?•.? pQ /ti ? ? • LOT ?8226 . /.?i 16 / b . ? ?\? '39g?933 Op?'"? ry BENQf MARK tOp OF FIiE 0 cLEV.. . 2N ezo.i :'. --- sStq.,? a ? U'_ e'rs 9y/ L?Ti O TO? RIM DN ? ? w ••, ,, , pl j MAN1tQLE ELEV.=81B.32? I , EtiGXN y1Qu-411IdEERiNG DEPT ?--- DENOTES PROPOSEO SURFACE DRAIIVAGE O DENOTES IRON MONUMENT SET SCALE: 1 INCH - 30 • DEN07ES 1RON MONUMEN7 FOUND PROPQSED GARAOE FLOOR -9e4.? X000.0 DENOTES fXISTING EL£VATION PROPOSED LOWEST FLOOR - BZ)• o (000.0) DENOTES PROPOSED ELEVATION PROPOSED TOP OF BLOCK- 624.4; P.R.V. REQUIRE ' WE HEREBY CERTIFY TO TROY SAVAGE THAT 7MIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF TNE BOUNDARIES OF: occordlnq to the recorded plai fhereof, DakoTa County, Mlnnesofa. IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS 5HOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS I6TH DAY OF MARCH , 1890. . , . . . __... . . _ .._..,..._ .?.n+<liC/?•?:?YnIICO.J?-..-41.1.. IAtl?. ? 7 T T ? 1990 BIIILDING PERMIT APPLICATION CZTY OF EAGAN MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFIGATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRE55 IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. To Be Used For: ge5j/?CAk-C Valuation: Date: I Site Address Lot zl(op- Block 2- Parcel/Sub-4ft IQGw-rey f?0[LUL? Owner `7?2Dy 4 SOA/./A S4 V446 Address '7-22/ Z30/J-4 /* City/Zip Code /-1OG1A1,65(O/E/t/f M/t/ SS//Z Phane (4,12) 70b-'Ib'SIo Contractor TR0Y SAdA/aE Address 77Z / ?,?('jbQ r2b_ City/Zip Codel1ONNdS(//CC?, ivJN S3-12 -?? Phone (i/2? 796-aS p rch /Engr. 7-12p4 --s4v46zE Address ?JZ( PjQ,L/A Ab, OFFICE USE ONLY i Dy, DOO" Occupancy R'3 M- Zoning T<- I Actual Const 1%4- N Allowable V - N u of stories Length ? Depth O S.F. Total Footprint S.F. On site sewage_ On site well MWCC System S` City water _1/? PRV ? Booster Pump _ APPROVALS Planner Council Bldg. Off. Variance City/2ip Code FEES Bldg. Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1: Road Unit Park Ded. Copies SUBTOTAL Penalty TOTAL 65q. 00 ?J DD y 25, ov I DO, DO D-fXo 625, ao gQ, Za0 30,00 O,DD !so ZjQ,OD ? 359.0 3 ? r0 Phone # r-j?Lj 7:01o-518j? . VA ? I?tA.T I.p NL .? ? ,?. GA2AGE ZZ XZZ c, zox iZ = ?I X IS ._ 4ey 2.40 '3214 X 15? lb8?0 13L14 60 I yoN x 14 = 19 65(, r sr K,o,i ?S»'-t- ? ? 4 o y `'xZ = i ?3 a'` o rLt3(-> xs? ? I u3?52 C ? . MHR-20- "90 TLJE i 1: ?2 I D: JAMES P. H I LL I NC TEL N0: 512 884-9518 #726 P02 •: _. ?-.?--^. --1 - - j SURVEI(flR'S CERTIFiCATE TR°Y Sa"AGE NEW HOUSE LOCATION I 1 11823.0 / ti/ BENCH MARK -I TOP OF PIPE Q EI.EV.• 0 3 ? ! A Sr/N ' za.s ?3? ? ryo , ?I ? j0 ? Aq ? Q 7 'O j 024.9 ?? ris.a .•"'J.? /,?p 'O, Be24/?L . (!1 82191! O j? ? 1/ "' ( ?M`baI ? Q ssT?" ? V / '1{ I `Q7 A, ; ?i ?' ? \7'• / ' ?Ly++?, ? ^p' I ? eza.o ? ?3 .e? ? 389i ? lGLtb?? 1 ?•(P/? f If ? t ? Z ?fez:.a , q ? r` a:f.e `?.. ?w n aq- r LOT (o^ DQ ?,v eaz s? ???.?er / ? a` ! / 1 6 N ? 8 Et1C1, MAP,M ?. / m TOP OF ViFE ? V (y HLtV- 92:.1 2 i"_tJ,-r ?47- 8ir.s?9sr ?. rea Rim ov / ?O??ly '•, ?? ? `? 1 MANHOLE ELEV =818.32--? F; t:,l EFiGAYd ENu NEER NG DEPT -0- DENOTES PROP05ED SURFACE DFiAINAGE ; O DENOTES iRON MONUMEN7 SET SCALE: 1 INCH - 30 0 DENOTES iRdN MONUMENT FOUND PROPOSED GARAOE FLOOR -'?i?4.1 X000.0 DENOTES EXISTING ELEVATION PROPOSED LOWEST FLOOR - SZi. o (000.0) DENOTES PROPOSED ELEVATION PRO?SED T`OrPs OF BLOCK ?? q1es? R V. E ??? ? WE HEREBY CERTIFY TO TROY SAVAGE THAT THI5 iS A TRUE ANR CORREGT I REPRESENTATION OF A SURVEY OF TNE BOUNDARIES OF: Lot 16, Block 2, COUNTRY..HOI.LOVJ-?, according to the recorded plat ihereof, i Dakota County, Mlnnesota. ' IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHdWN. AS ? SURVEYED 8Y ME OR UNDER MY DIRECT SUPERVtSION TNIS I6TH pAY OF MARCH ,1990. OiurvCL7'?ri?n PROPOSEO 6RAOES SFpWN WERE TAKFN FROM THE GRADING, DRAIN- AGE 8 EROSION CONTROL PIAN FOR COUNTRY HOLLOW PRER4fiED BY PH06RE33 ENGINEEHING, INC., IAST BY? " onTEO i2iierez JdHN C. LARSON, LAND SURyEYOR MINNE50TA LICENSE NUMBER 19828 I SI ? m ?o0 "' ci+ o I W _ r m- m N V? ? 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P?(L1LIL ?EAIEt?3- .?J??z?' o/S in:ert?r 5+• Tt?i? 2 1.(n ?nc^r.or f-Yelue f;a. iaolt 2 "zC!rier t-vjlu_ i_ee i_?la ?1 I or 7°rrar f-valci is?e ieols 2 TOi31 i5S?'*O1v liiSr??I n?5i5:_n!e I TC;21 dLSe:"?Iv ihsr^:1 =eStS:dn?2 1 ASSEIC71y U-YalU@ 52° iL01E tiJ Enter•on ?ac_ 1 1.097 %u'52:?7JIy U-'ldltt2 ;t° iahle a). En!e^ en ?ec! 1 I iF4 - EXTERIOR EVJELOPE STANDARD WORICSHEET, PAGE 2 sitV oF 3830 GILOT KNOB ROAD iHOMAS EC,AN EP,GAN, MINNESOTA 55122-1897 tmYa DHONE: (612) 454-8100 DAVID K. GUSTAFSON FAX: (614) 454-8363 PMAEIA McOtEA TIM PAWIEMY THEODORE WACHIER Council Members May 25, 1990 TFiONJS HEDGES City Atlministrator EUGENE VAN OVERBEKE - Cily Clerk MR JOEL T LARSON NORTHLAND HOMES INC PO BOX 34277 BLAINE MN 55434 Re: soil Correction Work Lot 16 - Block 2, Countiy HoTlow-Addition Dear Mr. Larson: As you may or may not be aware of, the developer of a subdivision within the City of Eagan is responsible for providing a suitable building pad for home construction. If, during the construction of the home or the excavation for the footings of the home reveals unsuitable material, any corrective work which the builder/excavator has to perform and the compensation for these corrective actions is between the builder and the developer. I trust this information clarifies the issues. If you need additional information or explanation, please feel free to contact the City Engineer's office. i erely, _4 M chael P. F?t ? A sistant City Engineer MPF/jj cc: Warren Israelson, Progress Engineering Doug' Reid, Chief Building Official Tom Colbert, Director of Public Works THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND CROWfH IN OUR COMMUNIN • Equal Opporfuniiy/Affirmative Action Employer APR s o i? 14orthland Homes, Inc. of Mpls. P.O. Box 34277 • Blaine, MN 55434 •(612) 786-3818 Ao+ 14, B! a- 8?-s'0 April 27, 1990 P4r. . 1`4ike Foertsch City of Eagan 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Country Hollow lift station Dear Mike, Enclosed please find copies of Billina £rom J?4S and letter from Proaress Co., Inc. regardinq soil correction. Thank you for your prompt attention in this matter. on JTL/jw inc. Pr'1i??!'C'?C C(i,'Jf ??JI?r(?ti, 7,? f?^ c. iFT .612) 4? •] 15 Apri1 'ti, 1590 Mr• c't>ectsch Ci:y cf Eagan 3830 piiat Rnob Fcd. £agar, MN 55122 Ri: Co»ntrv [lclloH lift stat.ier Dear A1ika, As j'os t aIrnady nn„H,. the ba,;k"iIl vs?d {ar the sanitary sewer lif ??at ioti w?ys un??;tag,e ior ?: ??uil.?ir.g site, ?ddcopy ress?ng th?St`pYOr.lEnnoypl.iCl7 ?we?ha?aT;°n ryr; Becember i7,I2987 £utu:e phane cc.nsa?sat;uily. he ytat1d thaLrtt,eeyackfilltuas.good R,aterial anr3 cj::,pac*_ed n:ape"1}'. Qbvi.oi:,sly he was wroag. This mnrring Crai; srWteA that ;it hculd take one to two weeks to get another caratractor, su it was a rea-g cor.t-inue co-iFc+.;i.rg t.he builc3ir.g pad9 h'e arehave thE haiider r±cjnita're3 dr:d testeu by Insrant `"estin havfng the work i?e;aes to send'he kiSl far cnr?eeJs?y t.,e lotaVtoaYouaunless3you d1iECt ?ts „ _arirl il tc s or;iebod ??_. I would lik<^? t.: :--•; t??p: 9ea rs ar?d ?+2nti.nn thal z u cr.py ;,p 3errs. r.ourdcre', -mex,e ciatsd FEbruar ?1 st TEC?lVe[I a memo, Jerry clai.r,?? : caused Y 12, _99Q. in the constLULt,pr, cf ths tr;inlc f.ac:liliF a the =??j&Y f9zw ciie day iablr $2,4?{S.C?O. I r.?,t5it heve any idea whathe is sta'king aboutesooI need mere ;pecific jP.FpXA1ct10n befoze I can respond to his allfga+.jr.fis. I ha;c a Feel.in9, however, .hat I am gainy to have a real problem wi.tt; h?.s conolusion. Fee1. free to 0,.?1 if }•oi: Would 1i0% to disclics eittier of these isaues. Sincef ely, J?riVarcen J. Ismrael.svn ? Preg#deilt c:C 'orl L:,rsCn. JMS Contract(ng, Inc. 3786 Spruce st St PaW. MN 56117 ..D ..._i•i?- , 7 BV:{ :?LY'.i ?i:EDfT='isv. E ='v---"; ;-D si_.;i ;..;; (_IAt.L ^ViJSE DCfi.f' _..;i'f: LiE:TED BcL•J:i IS ABRIEr BF.cAKDOWN rGR TP.UCK WGF.K DURITiG THE SGIL :::iRREi._ ION W???F: PERi? ?I::ILU AT THE AUTJMN uAKS HOME ( iNVOICE EidCLuSED. THE T=c.+CS:iNi3 ;Hki 'W'AS PE?FORh;ED cOR THE Si:I;. COP,RE::TT_u[Y WAS THE THE EfiC.AVH77L "IATEKIAL TC? A STOCK FILE A"r'EA OTd-SITE TO BE E...?SED LAT=R c0R fiACK.c1Li,iMG AND FiNRL GrtAvIiIG. Tticcic WAS SOt'7 h'.AiERIki iH.4T wAJ.HAULcD urr-SiTE. 5 8fi C.. :. iDF GRANULAK SA;.'C "vJAS iMP(J';TED OINTCJ THE 5::? FF.(:)n} A(`! OFF-S"ITE LOr_AT:'?N TO EE iJ:i -,+..w,.??iL1' . =U FS?GTti!?11VLi? tT1.L. "iic :`";?L :'?k=;v :;F' T^.. n ;Ii _„ ..wECTIiiDf WURh: •WILL 9E '.':OMPLETaD v?J r.: RIL =_, yACdi- ;P"r,:L .__. , agp. TniS ivURR :iIi.L 5:. nILLED ON A T:Mr A!lL'; ,Ik_.E..iHL -A__S ..??.. i C 1'..Ni HA?i'c T_:ULSl IF_'i'?:.+. ''LLASE Y BCL FF.LE TO CALL T i'I " Jiri. <i lv. :i!',. V1C- G.'_'-7_D=lT JMS Contracting, Inc. 3165 Spruce St St. Paul, MN 55117 NORTHLAMP }tiU[iES P O SGX 342,71 BLAINE, MN 5-14?4 041490 9991 1 !'.P.O. # 0310 a!rPIiHAI k-JAI'S HVC;.",'E "' TERM:;-UUL•: OPt RG:CEiPT "" 1 1/2 % FINANCE CHARGc WILL B1: AiiDE:D 'rOR ALL INV. 30 DAYS PAST « PRO DATE MACH. DE?;;FIPTION UF MACHItJE REFER HRS RATE AMOUNT 303 041290 602-R CA: c 60? SEL: i'RUP SHF"rT 1.25 91.00 113.75 PRO 303 TOTkLS MOVIi•IJ hiACHINI:S: Tu JGE 113.75 520 041290 6:i5 MACK iA1JDEM A:•:i,c DUh1F' TRli 1.00 44.00 44.00• "p 041290 625 N1AGk: TANDEM AXi..E UUPiP 'fRK 2.75 44.00 121.00 F'RG 520 TOTALC MOVING GPd-SITE BURROW iNA1'ERIAL 165.00' 320 041290 625 [dAC;{ THIJDF.hI AHLC D[Ji1P "fRh: 320 041290 626 MACK TAfdDEM AXLE DUh1F' TE(K 320 041290 6'?5 MACK TAfJDEii Ft:(L'c DUh1F TRK 's^.0 041290 626 N1AC!, 1'AIVDEh] H;si,r DUt-IP 'fRh ='2 0 041390 62c MACk: TADIDEht AXLE DU^iP TRK 320 041394 h26 I1ACK TANLIEM kXLE vUl'1P TnK 320 041390 9 MACK TANL1cM AXLE UUMF TRK 320 041390 16 MAC'h: TH?vDEh] A%Li: DLN]F 'iP.K. PRO 330 TOTaLS IMFOBT :;RAPdULAk hiAT ERIAL 340 041190 E+26 MACK TAPJD`cht t;!ii.E DUMP TRK 340 041190 625 MACK. TAfJDEM hyLE DUhiP TRK PRO 340 TOTALS ERFi'lRT BuFiRUW htA'?'cRIAL 580 C. Y. IMPURT GRAhtULAF? E;AND @ 2.35 cy 2.00 44.00 88.00 3.00 44.00 132.00 3.50 44.00 154.00 2.25 44.00 99.00 4.50 44.00 198.00 4.50 44.00 198.00 5.00 44.00 220.00 5.00 44.00 220.00 1309.00 3.00 44.00 132.00 2.00 44.00 88.00: 220.00 708 041190 170-1 c.n.:•.r 170 CFl(+b1i..El"t PrSC}:HUE _°,5.43 :4.00 708 041.5'.90 1?0 -1 C:ASF: 1;'ri <_RAWLER BACF:HOE _`.E40 7.00 708 041290 602- B CA ;E Sr.LF PfiOE rc:yFFT J540 1.00 708 041?90 170- 7 CASE L'il i=RAU;LER BAC:f':HOE 5541 3.50 708 041390 602_ R CASE 5ci..G f i'C1r Si-il>,.P -5541 1.00 PRO 708 TOTFlLS iduF,l<: A:_ DEFIPJEG viJ T;'H 31-1:' TOTALS AUTUh1II i iisKS =::JI i. C? ?RRE?_: i i VIJ 1305.00 90.00 360.00 90.00 630.00 91.00 91.00 90.00 315.00 91.00 91.00 1487.00 4599.75 4599.75 JMS Contracting. Inc. 3185 Spruce S1. St. Paul, MN 55117 NORTHLAf•!D Hi11iEc: ° O SOX 34277 BLAIIYE, MP1 55434 1=4 •:) 0 9991 1 C.P.'v. # 0310 .,'I'7'lli°I!d UAI;:ti N+_'L15E a r: r TERM5-DUF' OD! RLC:ciFT '" x' 1 1/2 % FIAlAMCr CHAkGc WILL BE Ai)Db:D 'r'Ok ALL INV. 30 DAYS PAST ? PRO DATE •MACH. DESCP.IPTIUN OF tiACHINE RErER HRS RATE AMOUNT 303 041290 602 -R CA::c 603 SF.L: Y(?UP SHPr T 1.25 91 . 00 113.75 PRO 303 TO TrtLS h1"vVIiYG MACHIPlE ;: TO TOp 113.75 520 041290 626 MFlCF: TAIVD'c:[•1 AliLc DUh1F' TR}: 1.00 44.00 44.00 520 041290 626 [IACF; TANDEM A:iLI: DfIMP TRK 1^..75 44.00 121.00 PRO 520 TO TALS MiIViNi7 VN-.t':ITE L?UR F.UW M ATCRIAL 165.00 320 041290 625 h1A::.' TANDEM HF,LL GIJh1° TBh: 2.00 44.00 88.00 320 041290 636 hiACl: TANDEM AXLE CU[9F' TF,}: 3.00 44.00 132.00 330 041290 525 h1ACK TANDEM HXLr': DUHY TRR 3.50 44.00 154.00 320 041290 626 hIACF; TA(vDc^t°I :i';;i.E DUhiP TRk: 2.25 44.00 99.00 320 041390 625 h]FlCt; TANDEM AXLis DUMF TP.R 4.50 44.00 198.00 320 041390 626 h1HCK 'iAtJDchi A'r,LE 17UMF TRN: 4.50 44.00 198.00 320 0::1390 9 htA:::K TANDEM A:iLE U(1MF '1'RF: 5.00 44.00 220.00 320 041390 16 MACF: TANDEM AXLE PUhIF 'i F;ii 5,00 44.00 220.00 FRC1 320 TO TALS IMFOftT GRAN(Ii.A R i•IA 7'F.F'IA L 1309.00 340 041190 626 MrIC'F: TADlG'rl•I :'-.Xi,_ DUf•IP TkK 3.00 44.00 132.00 340 041190 b'i'S MACh: TF1PdUEM nXi.E DUMP TRF; 2.00 44.00 88.00 PP.O 340 T"v TALS F..hFOF<T BiiEtROW t°IATc FiIAL 220.00 580 C. 'i . IMPURT GRAfd. JLAK ;;AIJ U A 2.25 Cv 1305.00 708 041190 170-1 CRSE 170 CAA4Ji..r"..F BACKHUE 708 041290 170-1 CASE 170 CRi;WLER [3ACk;HOE 708 041290 602-F; G/1SE 602 SELF FkUP ::HFFT 703 041390 170- I. CHSL: 170 CRALILER BAC'r:tiCE 708 041390 btJ_-P CA°.E r:tJ : Sc:i_F r i?GP S•I-]r'r T PRO 708 TOTALS WiiRF A. DEFINED OiY TiM S:i,I TOTALS AUTUM1d vAKS „;CI1, i:ORfiiZCi fON 5543 µ.00 $F.4Q 7.00 =540 1.00 °,S4l 3.50 1541 1.00 J 90.00 360.OC 90.00 630.OC 91.00 91.OC 90.00 315.00 91.00 41.OC 1487.OC 4599.7_° 4599.75 "PProgress Companies, Inc. ????y CONSULTING ENGINEERING. LAND PLANNING AND DEVEIOPMENT 14300 NICOLLET COURT SUITE 235 BURNSVILLE, MN 55337 ? (612) 435-3115 lp May 3, 1990 Mr. 61ike Foertsch City of Eagan 3830 Pilot Rnob Rd. Eagan, MN 55122 Re: Lot 16, Block 2, Country Hollow Dear Mike, Enclosed please find a copy of the bill for the soil tests done on the above referenced lot due to poor compaction on the sanitary sewer lift station. This bill can be paid directly to Instant Testing. If you have any questions please feel free to call. Sincerely, Warren . Israelson cc Gordy Kopaceki, Instant Testing IT' 30 April 1990 INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 PONTABLE 7ESTINO OF HIOM WqV CONSTMUCTION MATERIALB G. J. KOPACEK, PROFESSIONAI ENGINEER CALL 454-3544 Accounts Payable ***I N V O I C E*** Progress Developnent Inc. 14300 Nicollet Court (Suite 235) Burnsville, MN 55337 FOR: PROGRESS DEVELAP19EJT INC. FOR: APRIL 1990 DATE/LAB NO. ITFM Coimtrv xollvw lst Addn 17 April Certification 12 April Density test $1 charge per test mileage 90-01 Standard Proctor sample prep 12 April Density tests 2& 3 charge per test mileage 13 April Density test #4 charge per test mileage Subtotal Less 5$ Discoi.mt CRARGE CODE #611 #6-1 #306 #612 #303 #302 #601 #306 #612 #601 #306 #612 TDTAL APRIL 1990 PLEASE SUBMIT FOR PAYMENT TERPYS : NE!' 30 DAYS UNIT 3 0.5 1 16 1 1 1 2 16 0.5 1 16 387.20 7lMOUN7' 60.00 34.00 10.00 0.9 48.00 8.00 34.00 10.00 0.9 34.00 10.00 0.9 0.95 Due. Fi'om C+y o-FEQ?un TOTAL 180.00 17.00 10.00 14.40 48.00 8.00 39.00 20.00 14.40 17.00 10.00 14.40 387.20 367.84 $367.85 - f 80 •oo $ /g-7.F55 NoTE: Due to the high cost of bank loans, it is necessary to charge 1.5% interest on all past due accounts. INSTANT TESTING COMPANY 4000 BEAU D'RUE DRIVE FAGAN, MINNF.SOTA 55122 (612)454-3544 ? INSTANT` TESTING COMPANY I?4000 BEAU D' RUE DRIVE • ? CO EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: PROORESS ENGINEERINC3 INC. Progress Engineering Inc. 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 INPLACE DENSITY TEST REPORT PROJECT: Country Hollow Lot 16 Block 3 DATE TESTED: 12 April 1990 REPORTED: 16 April 1990 AUTHORIZED BY: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCATION: DEPTH BEI.OW aRADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLASS: % MOISTURE: OPTIMUM MOISTURE%: RELATIVE MOISTURE, :K: FIELD DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELATIVE DENSITY, :K: REQUIRED MINIMUM: 1 southeast corner foot- ing line 18' below street level 89-02 Sand w/Gravel 6.3 8.7 72 125.7 124.6 101 98 REMARKS: Relative density results based on Standard Proctor. Test meets density requirements. Test Technician: Larry Petersen, ITCO COPIES TO: Progress Engineering Inc. CHAROE CODE 1 - #306 + hrly - #601 -0.50- 16 - 0612 mileage Signed c G. J. Kopacek Professional Engineer - Registration No. 7254 = INSTANT TESTING COMPANY IT ' C O 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: PROQRESS ENQINEERINO MOISTURE\DENSITY TEST REPORT LABORATORY NUMBER: 90-01 PROJECT: Country Hollow DATE SAMPLED: 13 April 1990 REPORTEO: 16 April 1989 SUBMITTED BY: Larry, ITCO --------------------------------------------------------- STANDARD PROCTOR CURVE NUMBER: 90-1,. VISUAL SOIL CLASS: Sand w/Oravei STANDARD MAXIMUM DRY DENSITY: 126.6 pcf OPTIMUM MOISTURE: 8.8% SAMPLES REPRESENTATIVE OF: test #1 ; center footing line east ----------------------------------------- REMARKS: CHARGE CODE: 1 - #303, 1 - #302, Signed?? G. J. Kopacek Professional Engineer - Registration No. 7254 I T - INSTANT 'TESTING COMPANY ? CO 400 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: PROGRESS ENOINEERINQ INC. Progress Engineering inc. 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 2 AUTHORIZED BY: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCATION: DEPTH BELOW ORADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLASS: `.K MOISTURE: OPTIMUM MOISTUREA;: RELATIVE MOISTURE, X: FIELD DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELATIVE DENSITY, A6: REQUIRED MINIMUM: INPLACE DENSITY TEST REPORT PROJECT: Country Hollow Lot 16 Block 3 DATE TESTEO: 12 April 1990 REPORTED: 76 April 1990 3 center footing southeast cornar line, east footing line 16' below street level 90-01 Sand & Ciravel 5.1 8.8 58 128.1 126.6 101 98 14' below street level 90-01 Sand & Oravel 5.1 8.8 58 126.8 126.6 100 98 REMARKS: Relative density results based on Standard Proctor. Tests meet density requirements. Proctor sampled w/field test, see attached sheet for results. Test Technician: Larry Petersen, ITCO COPIES TO: Progress Engineering Inc. CHARGE CODE 2 - #306 + hrly - #601 -1.00- 16 - #612 mileage ? Signed v?? G. J. Kopacek Professional Engineer - Registration No. 7254 = INSTANT TESTING COMPANY IT ! C O 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: PROGRESS ENOINEERING INC. Progress Engineering Inc. 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 INPLACE DENSITY TEST REPORT PROJECT: Country Hollow Lot 16 Block 3 DATE TESTED: 13 April 1990 REPORTED: 16 April 1990 AUTHORIZED BY: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCATION: DEPTH BELOW GRADE: PROCTOR CURVE NUMBER VISUAL SOIL CLASS: % MOISTURE: OPTIMUM MOISTUREA;: RELATIVE MOISTURE, :K: F,IELD DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELATIVE DENSITY, %: REQUIRED MINIMUM: 4 10' west of southeast corner footing line 12' below street level 90-01 Sand & Oravel 4.0 8.8 45 125.0 126.6 99 98 REMARKS: Relative density results`based on Standard Proctor. Test meets density requirements. Test Technician: Larry Petersen, ITCO COPIES TO: Progress Engineering Inc. CHARGE CODE 1 - #306 + hrly - #601 -0.50- 16 - #612 mileage ^ Signed &???? ?' , / •• G. J. Kopacek Protessional Engineer - Registration No. 7254 INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 JUNE 05, 1990 PONTABI E TESTtN3 OF M16M WAY CONETNUCTION MATE111AL6 G. J. KOPACEK, PROFESSIONAL ENGINEER CALL 454•3544 ATTN: MR. WARREN ISRAELSON PROGRESS DEVELOPMENT, INC. 74300 NICOLLET COURT (SUITE 235) BURNSVILLE, MINNESOTA 55337 RE: COUNTRY HOLLOW 1ST ADDITION, EAGAN, MINNESOTA LOT 16 BLOCK 3 ATTENTION: MR. WARREN ISRAELSON AS PER YOUR REQUEST, WE ARE FURNISHING THE FOLLOWING AS A SUMMARY OF THE TESTING AND INSPECTION FOR THE LOT EXCAVATION AND BACKFILL PLACED ON LOT 16 BLOCK 3 OF THE SUBJECT DEVELOPMENT. THE LOT WAS EXCAVATED TO REMOVE UNSUITABLE SOILS FROM THE HOUSEPAD AREAS AS PER THE SOIL DRILLING REPORT AND THE CUT AND FILL SHEETS DATED 'FEBRUARY 05, 1987 AS PREPARED BY ALLSED TEST DRILLING COMPANY AND THE REVISED PLANS DATED SEPTEMBER 17, 1987 AS PREPARED BY PROGRESS ENGINEERING, INC. THE LOT WAS EXCAVATED TO FIRM SUITABLE SOILS ( SEE INSPECTSON REPORT DATED AUGUST 3, 1987 ). THIS EXCAVATION WAS ACCOMPLISHED WITH LOT 15 BLOCK 3. THIS EXCAVATION WAS TO ABOUT 5 FEET BELOW EXISTING GRADE, AND 16 FEET OF FILL WERE REQUIRED. THE BUILDING PAD WAS OVERSIZED ON A 7 TO 1 RATIO FROM THE HIGHEST FOOTING GRADE. THE LOTS WERE BACKFILLED WITH ENGINEERED FILL AS PER 79-G OF THE H.U.D. REQUIREMENTS. EIGHT SOIL COMPACTION TESTS WERE PERFORMED IN ACCORDANCE WITH A.S.T.M. D-1556 ( SAND CONE DENSITY ). ALL TESTS MET OR EXCEEDED THE REQUIREMENTS OF 95 & 98 PERCENT OF STANDARD PROCTOR, A.S.T.M. D-698, AS SPECIFIED IN THE SOIL REPORT. SEE TESTS 71 THRU 78. THESE TESTS WERE PERFORMED FOR EACH 2 FEET OF FILL AND ALTERNATED ON LOTS 15 AND 76 AS IS CUSTOMARY FOR EACH STRIP OF 3 OR LESS LOTS BEING BACKFILLED IN ONE OPERATION. THESE LOTS IN MY OPINION MET THE REQUIREMENTS OF 79-G. THIS BACKFILL AND TESTING WAS COMPLETED ON AUGUST 17, 1987. IN CONJUNCTION WITH THE CONSTRUCTION OF THE SEWAGE LIFT STATION BETWEEN LOTS 16 AND 17, THE HOUSE PAD WAS AGAIN EXCAVATED AND BACKFILLED TO THE EXTENT REQUIRED TO CONSTRUCT THE LIFT STATION. THIS WORK WAS DONE UNDER CONTRACT BETWEEN TNE CITY OF EAGAN AND THEIR SEWER CONTRACTOR. JOBSITE INSPECTIONS AND TESTING WERE PERFORMED BY OTHERS. A .? PROGRESS DEVELOPMENT JUNE 5, 1990 - PAGE 2- THIS LOT WAS SUBSEQUENTLY RE-INSPECTED ON NOVEMBER 13, 1987. IT WAS THEN NOTED THAT THE LOT WAS SOFT AND UNSTABLE AND WOULD NEED ADDITIONAL TESTING OR PROOF OF TESTING BY OTHERS BEFORE CERTIFICATION FOR 79-G OF THE H.U.D. REQUIREMENTS COULD BE MADE. FURTHER RE-INSPECTION WAS MADE ON NOVEMBER 25, 1987. AT THIS TIME TEST PITS WERE DUG IN AN ATTEMPT TO DETERMINE THE EXTENT OF UNSUITABLE MATERIALS. THE UNSUITABLE MATERIALS WERE FOUND TO BE 4 TO 5 FEET DEEP IN THE GARAGE SLAB AREA. QUESTIONABLE SOILS WERE ESTIMATED TO BE IN PLACE UNDER THE GARAGE FOOTING. IT APPEARS THAT THE ORGANIC MATERIALS ALLOWED TO REMAIN IN PLACE AND OTHERWISE USED IN THE BOULEVARDS, THE BACKYARDS AND OTHER AREAS OF THE LOT WHICH WERE OUTSIDE THE HOUSEPAD HAD BEEN INCORPORATED INTO THE HOUSEPAD BY THE CITIES SEWER CONTRACTOR. IN CONJUNCTION WITH DIGGING THE TEST PITS, TWO SOIL DENSITY TESTS ( NUMBERED 174 AND 115 ) WERE PERFORMED IN THE PORTION OF THE FILL DEEMED TO BE PART OF THE ORIGINAL HOUSEPAD. AN ADDITIONAL SOIL INVESTIGATION ( PROJECT 87005E ) WAS PERFORMED IN SEPTEMBER 1988. THIS INVESTIGATION CONTAINS A BORING ON THIS LOT. WHEN THE BASEMENT FOR THE HOUSE CONSTRUCTION WAS DUG IN APRIL, 1990, IT WAS NECESSARY TO PERFORM ADDITIONAL WORK DUE TO THE EXTENT OF THE UNSUITABLE MATERIALS ENCOUNTERED. THIS INCLUDED THE FOLLOWING: 1. THE CONFIGURATION OF THE HOUSE AND GARAGE WAS CHANGED TO PROVIDE THE DEEPER FOOTING IN THE AREA CLOSEST TO THE LIFT STATION. 2. THE FOOTING WAS LOWERED FURTHER ( 7 COURSES OF BLOCK, AS PER THE CONTRACTOR ) 3. UNSUITABLE, MATERIALS WERE REMOVED TO A SUBSTANTIAL DEPTH ( APPROXIMATELY 22 FEET ) TO ESTABLISH PROPER OVERSIZING FOR THE FOOTING. 4. PUMPING OF WATER FROM THE EXCAVATION FOR PROPER BACKFILL. 5. PROVIDED ADDITIONAL GRANULAR FILL. 6. PROVIDED COMPACTION OF THE GRANULAR FILL. 7. FOUR SOIL DENSITY TESTS WERE PERFORMED ( NUMBERED 1 THRU 4) SINCERELY, INSTANT TESTIN COMPANY ! ? C. GORDON J KOPACEK,P.E. A4 1:;g PRESIDENT INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 PONTABLE TESTINO OF Nt6HWAY CONSTRUCTION MATERIALS G. J. KOPACEK, PPOFESSIONAL ENGINEER CALL 4`.r4-JSM INSPECTION REPORT Progress Engineering 14300 Nicollet Court tSuite 235> Rurnsville, Ptinnesota 55337 PRUJECT: CoumtrU Hollew CONTRACTOR: D. L. R. DATE INSPECTED: August 3, 1987 REPORTED= August 3, 1987 I perfiorrtied a visual inspection on Lots 15 and 16t P.loc1: 3. The top soii and organic material had been e>:cavated to a base, soil consisitine of a slightly plastic sandy loart„ underlying that test hioles showed a slight artiount ot mottled clay loam. The site was fairiy firm, 6ut wet. Due to the groLm dwater, the excavator foreman is aware of the water problem and will drain the water out ot site privr to filling. The oversizing was correct. An vn site 5ranular material is to 6e used for fill. The appro>:iniate depth at its lowest point of e::cavation wa= at 805 feet, or five feet below natural surface level. Apprv::imatelu 16 feet ef fili wiil be needed ta bring the site up to grade. INSPECT4R: Larry Petersen IiVSTANT 7E5TIN6 COMPANY CHAR6E CODE: Hrly - (0.5) #601 MILEAGE: Ib - #612 COPIES: Progress Engineering 1 INSTANT TESTING COMPANY ? C O 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 PROJECT: Country Hollow DATE TESTED: 17 August 1987 Progress Engineering 14300 Nicallet Court (Suite 235) Burnsville, Minnesota 55337 REPORTED: 19 August 1987 AUTHORIZED BY: customer AREA TESTED: Housepad backfill ---------------- INPLACE DENSITY RESULTS TEST NUMbER: 71 LOCATION: Lot ib, H2ack 3 1@" east of pad center OTHER LOTS REFRESENTED HY TEST: 15 DEF'TH BELOW 6RADE: elevation 808 VISUAL SOIL CLASS: Sand & Gravel PROCTOk CUF2VE NUMHER: 87-04 Y. MOISTURE: 7•3 OPTIMUM MOI5TUF2E, Y.: 8.6 RELATIVE MDISTURE, Y: 85 FIELD DENSITY} PCF: 135.7 STANDARD MAXIMUM DRY DENSITY, PCF: 133.0 REl.ATIVE DENSITY, Y.: 182 REQUIRED: 98* ---------------------------------------- ---------------- Tests meet density requirements. Relative density results based on standard proctor. CI-FARGE CODE: 1- 306 + HRLV - 601 ( 3 MILEAGE - 612 COPIES TO: Progress Engineering TEST REPORT INPLACE DEIV5ITY FOR: PROGRESS EN6IIVEERING Signed G. J. Kopacek Professional Engineer - Registration No. 7254 INSTANT TESTING COMPaNY 4000 BEAU D' RUE DRIVE o CD EAGAN, MINNESOTA 55122 Phone 454-3544 PRa.IECT: Country Nollaw DATE TESTED: 17 August 1987 & 12:30 Progress Engineering 14300 Nicollet Eaurt (Suite 235) Burnsville, Minnesota 55337 72 - -------- ------ INPLACE DENSITY RESULTS TEST NUMBER: LQCATION: OTHER LOTS F(EPFeESEtJTED BY TEST: DEPTH BELOW GRADE: , VISUAL SOIi. CLASS: PROCFOR CURVE NUMBER: Y. MOISTURE: OPTIMUM MOISTUkE, Y.: RELAT I VE MO I STUftE , %: FFELD DENSITY, PCF: STANDFaRD MAXIMUM DRY DENSITY, PCF: REPORTED: 19 Hugust 1987 AUTHORIZED BY: customer AREA TESTED: Housepad 6ackfill 73 74 Lat 15 Hlock 3 Lat 15 81ock 3 Lot 16 Slock 3 west footing pad center 10' south af line center pad center 16 16 15 elevation 810 Loamy Sand & Gravel 97-03 7.6 10.5 72 128.5 128.7 elevation 814 Sand & 6ravel 87-04 3_3 8.6 38 132.0 133.0 elevation 812 5ilt Loam 87-07 15.7 16.5 95 108.8 107.5 RELATIVE DEN5ITY, Y.: 100 94 101 REQUIREd: 48+ 98+ 48+ Tests meet density requirements. Relative density results 6ased an standard practor. CHARGE CODE: 3- 306 + HRLY - 601 (-4-) MILEAGE 16 - 612 COPIES TO: Progress Engineering Signed -?-- TEST REPORT INPLACE DENSITY FOR: PROGRESS E?JGINEERING G. J. Kopacek Professional Engineer - Registration No. 7254 INSTANT TESTING COMPANY ? ? CO 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 PROJECT: Country Hollow DATE TESTED: 17 August 1987 & 12:30 Progress Engineering 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 TEST REPORT INPLACE DENSITY FUR: PROGRESS ENGINEERING REPURTED: 19 August 1987 AUTHORIZED BY: customer AREfl TESTED: Housepad backfill ------------------------------------------- INPLACE DENSITY RESULTS TEST NUMbEk: LOCAT I Oh1: OTHER LOTS REPRESEhlTED BY TEST: DEPTH SEIOW GRADE: VISURL SOIL CLA55: PROCTOR CURVE NUh18ER: Y. MOISTUf2E: 75 76 77 Lot 16 Block 3 Lat 15 H1ocY, 3 Lot !b 81ock 3 10' north of 10' east o4 5' west of pad center pad center pad center SJ IEf 15 elevation 816 elevation 818 elevation 820 Sand & Gravei 87-04 6.3 87-04 8.0 87-04 4.7 OPTIMUM MOISTURE, Y.: 8.6 8.6 8.6 RELAT i VE MO I STUkE *%: 73 93 `c''`' FIEID DEN5ITY, PCF: 235.8 130.3 133.8 STAtVDARD MAXIMUM DRY DENSITY, PCF: 133.0 133.0 133.0 RELATIVE DENSITY, 102 98 188 REQUIRED: 98+ 98+ 98+ Tests meet density requirements. Relative density results based on standard proctor. CHARGE CODE: 3- 306 + HRLY - 601 t > M I LEAt3E 16 - 612 CDPIE5 TO: Progress Engineering Signed XO G. J. Kopacek Professional Engineer - Registration No. 7254 T _ INSTANT TESTING COMPANY C O ? BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 PROJECT: Country Hollow DATE TESTED: 17 August 1987 & 12:30 Progress Engineering 14300 Nicollet Court (5uite 235) Hurnsville, Minnesota 55337 TEST REPORT INPLACE DENSITY FOR: PRO[3RESS EfNGINEERING REPdRTED: 14 August 1987 AtFTHORI2ED BY: customer AREA TESTED: Housepad backfill ---- ---------°--------------------------- ItdRLRCE DENSITY RESULTS TE5T NUMBER: LOCATION: OTHER L07S REPRESENTED HY TEST: DEPTH BELOW GRADE: VISUAL SOIL CLASfi: FRDCTOR CURVE NUMHER: '/. MDISTUkE: OPTIMUM MDISTUkE, '!.: RELATIVE MOISTURE, Y.: FIELD DENSITY, PCF: STAtJDARD MAXIMUM DRY 78 79 80 Lot 15 81oc1: 3 Lot 22 Block 3 Lot 22 91ock 3 5' west of µad certter 10' west nf pad center pad center 16 23, 24, & 25 23, 24, & 25 etevatian 822 elevation 905 e2evation 807 SL PL 5andy Laamy Sand & Sartd & Gravel Loam 6ravel 87-06 87-02 67-04 13.3 11.6 7.4 12.3 9.3 8.6 108 225 86 123.7 129.1 130.4 DENSITY, PCF: 128.3 130.2 133.0 RELATIVE DENSLTY, X: 95 99 98 REQUIRED: 95+ 98+ 98+ --------------------------------------------------------------------- Tests meet dertsity requirements. Relative density results 6ased on standard proctor. CHARGE COUE: 3- 306 + HRLY - 601 ( ) 19ILEAGE - 612 COPIES TO: Progre5s Engineering Signed 7?s'.?J 1({????. G J. Kopacek Professional Engineer - Repistration No. 7254 ? ? C'u' IVOVEMBEk 17, 1987 ' INSTANT TESTINU-COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 VORTAlLE TESTINO Of MIGMWAY CONS7RUCTION YATERfALS G. J. KOPACEK, PAOFESSIONAL ENGINEER PRDGRESS ENG i NEER I tJ6 14300 NICOLLET COURT (SUITE 235) PURNSVILLE, MTNI'JESOTA 55337 RE: COUNTkY HULLOW ADDITIDIJ, ALOCK 3 LOTS 15, 16s 17, 26, 27, & 28 A7TElVTIt]N: WARREN LSRAEtSON. P.E. DEAP. MR. I5kAELSON, CALt 454•3544 TRANSMITTED HEREWITH IS OUR INSPECTION REPDRT FROM idOVEMfiER 13, 1987 CONCERlJFNG TkE ABOVE REFERENCED LOTS. IF PRQPEk DOCUMENTATIOIV OF TESTING AND I1V5PECTION CAN 8E OBTAITJED FOR LOTS 15 THRU 17, IT WILL STILL 8E NECESSRRY TO EXCAVATE THE PORTION DF THE SOILS WHICI-! ARE SOFT AhID UtJ5TARLE, RECOMPACT, AND RETEST AS PER 79-6. LOTS 26 7HkU 28 POSSIE+LY CRN PE CERTIFIED TO H.U.D. IF PRDF'Ek DOCUMEN7ATIDN OF INSPECTSOIVS AND TESTItJ6 CAN BE DHTAI?JED. Tf-tE SO I L DR i LL I N6 REPOkT I ND I CATES THAT P012T I DPtS DF THE HDLISEPAD FILL BELOW THE UFFER 5 FEET MUST RE CQMPACTED TO 98 PERCEN3 OF 5TANDAftD FROCTOR DENSITY, HOWEVEk, CITV SPECIFICATIDNS REQUIRE 45 PEkCENT OF STANDARD PROCTOR DENSITY ZN AREAS BELOW TFiE UPPER 3 FEET OF FILL FOR kOADWAY AND UTILITY CON5TRUCTIOtJ. THIS MAY CREATE FAILIN6 TESTS WHERE NONE ARE ExFECTED, AND CAUSE PROBLEMS IN CERTIFICATIOPI OF THE LOT5. PLEASE ADVISE US AS TO THE DISPD5ITION OF THIS MATTER. SINCERELV, SNSTANT TESTIN6 COMPANY ol ? ? E 9*f GORDDN J. KORACEK,P.E. RRES I DElVT n -' IT= 101111111 immosco INSTANT TESTINu COMPANY • 400D BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 PORTA6tE TEETIMp Df MIGXWAt COMSTPVCTIOk MATENIAIf 0J.KOP,aCEK.PAOfESS10NAL ENGINEER . CAll451•3544 I N S P E C T I O N R E P D R T PRDGRE5S ENGINEERIN6 14300 NIC{1LLET CDUFtT BIfRNtSVILLE, MINNESOTA 55337 PROJECT: COUPiTkY HOLLQW ADDITION DATE QF INSPECTIOPt; NOVEMBER 13, 1987 DATE REFORTED: NOVEMBER 17, 1987 VIEWED J08 AT 9:30 A.M. WITH STEVE, FOREMAN FOR D.L.R. COIV5TfiUCT I ON. PERFORIYED VISUAL RE-IIJSPECTIDN OF LOTS 17, &!6 BLQCK 3. THESE LOTS WERE PRE4IOUSLV INSPECTED, BACKFILLED AND TESTED A?JD CDNFQRMED TO 74-6 DF THE H.U.D. kEQUSREMENTS. HOWEVEk, IT APPEARS THAT THESE LOTS WERE RE-E%CAVATED IN CDNJUNCTION WITH THE CON5TRUCTION OF THE SANITARY LIFT STATION. THE AREA IS VERY SOFT AND 5PON6Y„ AtJD MAY NDT FlAVE BEEN 'PRDPERLV CaMPACTED. THIS AFEA APPEAkS TO EXTEND SOMEWHAT iNTO LOT 15 BLOCK 3. WE DO NOT IiAVE EVIDENCE THAT 5UITABLE BRCKFILL MATEkIALS WEhE USED Ok 7HAT COMPACTION TESTIN6 WAS PERFDRMED FUR EACH 2 FOOT INCREMENT OF fsACKFILL. IT WTLI BE NECESSARY TO REVIEW TFE COMPACTION TESTING ( UONE BV 0T1iERS ), AND IIVSPECT30N, DR OTHERWI5E INVESTIGATE THE LOTS TO IIETEkMINE IF 74-6 COMPLIANCE HA5 6EEN MET. THI5 AREA AFFEAF'iS TO EXTEND SDMEWi-IAT ItUTO LOT 15 BLOCk: 3. IN ANY EVEiJT TiiE SOFT UNSTABLE GONDITIONS WILL NEED TO BE CORRECTED BEFORE 79-6 CERTIFICATION CAN RE MADE. PERFORMED VISUAL RE-INSPECTION OF LDTS 26, 27, & 28 PLOCK 3. THESE LOTS HAD BEEN PREVIDUSLY INSPECTEd AND EXCAVATEfl. A CONSIflERARLE AMOUNT OF E%CESS SOILS WERE PLACED ON THESE LDTS IN CONJUNCTIDN WITH THE PLACEMENT OF SEWEk, WATER LItJES, AND SERVICES. WE HAVE NO EVIDENCE THAT SUITARLE BACR:FILL MATERIALS MlERE USED Ok THAT THE LOTS WERE PROPERLY TESTED AS PEfi 79-6. UNLESS PROPER`DOCUMENTATIDtJ CAN BE OBTAINED, THE LOTS WILL HAVE TD HE RE-EXCpVATm, CDl1PACTED, AND iESTED SO CERTIFICATIOM1I UNDER 74-6 OF THE H.U.D. REBCIIREMENTS GAN BE MADE. INSPECTED HV: LAF2RY PETERSEN INSTANT TESTING COMPANY CkARGE CODE: tIDURLY N 602 (-l-) + MIlEA6E 16 MI # 602 GOPIES TO: PROGRESS ENGINEERIN6 INSTANT TESTIMG ..UMPANY 4000 BEAU D' RUE DRIVE ?? c O EAGA Phone 454-3544 ?1 ? Rf2CIJECT: Country I-Iollow DRTE TESTED: 25 tJavember 1987 @ 2:0Q Proqress Engineering 14300 Nicol2et Court (5uite 235) 6urnsvi3le, Minnesota 55337 7EST REPORT INPLACE DENSITY Ft}F2: PR06ftE5S ENCsII+lEEF2ING REPORTED: 30 Navember 1987 AUTH?FIZED 9Y: Warren AREA TESTED: housepads ------- IN?LACE DENSITY RESULTS TEST IJLlMREk: 214 115 116 LOCATION: test hole test hole test hole lcrt 16 3c,t 16 2ot 17 DEPTti BELC)W GkADE: 6` 5' 4. ``' v VISUAL SElIL CLASS: Laamy 9and & Gravel------- Sandy i..aam r+1 Gr ave 1 ' Pf2aCTOR CURVE NEUM&Ek: 87-03 87-02' S7-89 7. MOISTIiFtE: 8.4 7.0 QP7IMl1M htOISTURE, Y.: 10. s 9.3 14.1 RELATIVE M.riISTURE: 8F1 75 38 FIELD DEhlSiTY, FCF: 128.9 124.4 111.6 STANQARD MAXIMUM DRY DEIVSITY, PEF: 328.7 130.2 114.2 RELATIVE DENSITY, Y.: 100 96 98 REQLIFRED MINIhiUM: 48 98 98 ------------------------------------------------------- _____?-------------------- Tests 114 & 116 meet density requiremertts, test 215 low. Relative density resu2ts hased on standard Proctor. CIiflRGE CODE: 3-4306 + HRLY -# 601 (1.5) MILEAGE -ib- #612 COPIE5 TO: Progress Engineering Signed G. J. Kopacek Professional Engineer - Registration No. 7254 INSTANT TESTIk3 COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 VORTAlCE 7EETINC Oi MIOM WAY CON6TPUCTION MATENIAIt DECEMBER 09, 1987 0.J.KOPACEK,PROiES510NALENGINEER PRDGRESS EN6INEERIIV6 14300 NICOLLET COURT (5UITE 235) $URNSVILLE, MItJNE50TA 55337 RE: COUN7RY HOLLOW ADDITION, BLOCK 3 LOTS 16, & 26 THRU 29 ATTENTIDN: WARREN ISf2AELSON, P.E. DEAR MR. ISRAELSON, CALL 45tJ544 TRAtJ5MITTED HEREWITH ARE ADDITIONAL INSPECTIdN REPORTS CDNCERNING TFtE A80VE REFERENCED LOTS. LDT 16 HLOCK. 3 IT APPEAkS THAT UNSUITASLE MATERIALS MAY EXTEND TO CONSIDEkAHLE DEPTH IN THE PDRTION OF THE LOT UNDER THE GAt2AGE AREA. IT WILL BE IMPOSSI6LE TD CEkTIFY THE GARAGE FORTION OF THE LOT WI7HDUT FURTHER INVESTIGATION DR SUBMITTAL OF TEST AND INSPECTION DATA ON THE FILL THAT WAS PLACED AND TESTED BY OTHERS FDR THE LIFT STATION. LOTS 26 THRU 29 BLOCk: 3 THESE LOTS WERE EXCAVATED TO REMOVE UNSUITABLE MATERIAL5, HOWEVER YtE!?E NOT FILLED SY THE GRADING CONTRACTOR. SDME WET SAND WAS STOCKPILED ON THE REAR DF THE LOTS DURIN6 POND EXCAVATION, SO IT COULD DRY OUT AND BE USED FOR FILL. DURIN6 CONSTRUCTION OF THE LIFT STATION AND SEWERS ADJACENT TO THESE 10T5, THEY WERE FILLED APPROXIMATELY TO GRADE BY THE SEWER & WATER CONTkACTORS. WE WILL NEED EVIDENCE OF SOIL SUITABILITY AND COMPACtION CONTROL BEFDRE CERTIFICATIDN CAN BE MADE. I HAVE ALSO ENCLOSED AN ADDITIONAL COPY OF THE INSPECTION REPDRT AND TkANSMITTAL FOR NOVEMBER 13 FOR YOUR INFORMATION. PLEASE ADV2SE US AS TO THE DISPOSITION OF THIS MATTER. SINCERELYi 11-2, C. ;p9Z:zANY 60RDDN J. KOPACEK,P.E. PRESIDENT CAFIES TO: PRDGRESS EN6INEERSNu ? , IT= SEE@ ?o INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 VORTABLE TESTINO OF MIGNWAY GONSTRUCTION MATERIAL! G. J. KOPACEK, PROFESSIONAL ENGINEER CNLL 454.75" I N S P E C T I O N R E P O R T PROGRESS ENGINEERING 14300 NICDLLET COURT tSUITE 235> BURNSVILLE, MINNESOTA 55337 PROJECT: COUNTRY HOLLOW ADDITION DATE OF INSPECTION: NOVEMREFt 25, 1987 DATE kEPORTED: DECEMHEk 09, 1487 PERFORMED VISiJAL RE-INSPECTION OF LOT5 17, & Ib BLOCK z. HAD THE SEWER CONTRACTDR DIG TWQ TEST PITS TO VERIFY THE DENSITY AND QUALITY UF THE HACKFILL MATEF2IAL PLACED IN CDtJJUNCTION WITH THE LIFT STATION CONSTRUCTION. THE TEST PIT FDR LOT 17 REVEALED THAT ORGANIC SOIL5 WERE INCORPORATED INTO THE FiLL, HOWEVER, THEY DID NUT EXTEND TO THE HOUSE •FDDTIN6 OR QVERSIZING AREA. THEREFORE LOT 17 IS ACCEPTABLE. THE TEST PIT FOR LOT 16 WAS EXTENDED THROUGH THE GARAGE SLAB AREA TD THE H[lLt E FDQTING LINE. THIS TEST PIT REVEALED THAT THERE ARE ORGANIC MA ERIALS INCORPORA7ED INTO THE FILL. ORIGINAL FILL WAS ENCOUNTERED AT A S FT. DEF'Tti A7 THE 1-IDUSE FOOTIN6 LINE. A DENSITY TEST TAKEN SN THIS AREA AT A 6 FT. DEPTN PASSEU WITH 100 PERCENT RELATIVE DEN5ITY. THE UNSiIITARLE MATERIAL MAY EXTEND TO A 5USSTANTIAL DEFTH UNDER TNE GARA6E FOOTIN6. SEE THE ATTACHED DRAWING. aNE DENSITY TEST TAKEN NEAR THE CENTER OF THE 6ARAGE AREA AT A 5 FT. DEPTH HAD A RELATIVE DENSITY QF 96 PERCENT WHERE 48 IS REQUIRED. FURTHEFt INVE5TIGATIDN WILL BE REQUIRED 01V LOT 16. ItVSPECTED 8Y: LARRY PETERSEN INSTANT TESTING COMPANY CHARGE CODE: HOURLY tl 602 (-1-) + MILEA6E 16 MI k 602 COPIES TO: PROGRESS ENGItJEERIN6 n Ca -o fA N O r.. ' , ' 1 N l0 'O - l0 10 7 t0 density test 6' below grade basement wall o 100Y, of std proctor - soil appears c suitable to a point 4' below grade - W p rt ? ? G N. rt y density test 5' below grade / ?0• ky ? 96% of std proctor, ?t mixed,? x N ?D w/ organics (more oraanic in ? uot?°r 3h' UNSUITABLE o t o N 0 N ? rt N m'-? N U ED N r• N N (D N I N w, N o ?x (D Q Q ?+ Q ti n ?• foundati on , J _.....- ? 7 / N O ? / ti. / ' 'C p ? 0 ' . XC 0 k / N .. 0 14 /•. e)L ? 'Ll /ao ? ? ? P e' X'h / 1 N ? Existing Lift Station i+ INSTANT TESTING _JMPANY 4000 BEAU D' RUE DRIVE ? CO F-AGAN. MINNESOTA 55122 Phone 454-3544 FOR: PROaRE55 ENOINEERINO INC. Progress Engineering Inc. 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 ,L' INPLACE DENSITY TEST REPORT PROJECT: Country Hollow Lot 16 Block 3 DATE TESTED: 12 Aprii 1990 REPORTED: 16 April 1990 AUTHORIZED BY: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCATION: DEPTH BELOW GRADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLASS: !KMO I STURE : OPTIMUM MOISTURE%: RELATIVE MOISTURE, % FIELD DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELATIVE DENSITY, $: 1 southeast corner foot- ing line 18' below street level 89-02 Sand w/Gravel 6.3 8.7 72 125.7 124.6 101 REQUIRED MINIMUM: 98 REMARKS: Relative density resutts based on Standard Proctor•. Test meets density requirements. Test Tachnician: Larry Petersen, tTCO COPIES TO: Progress Engineering Inc. CHARC3E CODE 1 - #306 + hrty - #601 -0.50- ; 76 - 0672 mileage ? ? . SigneO `??l`? /v?• G. J. Kopacek Protessional Enpineer - Registration No. 7254 ?'? IMSTANT TESTING ..JMPANY ? T TO 4000 BEAU D' RUE DRIVE NC EAGAN, MINPlESOTA 55122 Phone 454-3544 FOR: PROORESS ENOINEERINO INC. Progress Engineering Inc. 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 2 AUTHORIZED SY: Todd INPLACE DENSITY RESULTS TEST kUMBER: LOCATION: DEPTH BELOW ORADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLASS: 7K MOISTURE: OPTIMUM MOISTURE!K: RELATIVE MOISTURE, %: FIELD DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELATIVE DENSITY, $: REQUIRED MINIMUM: ' INPLACE DENSITY TEST REPORT PROJECT: Country Hollow Lot 16 Biock 3 DATE TESTED: 12 April 1990 REPORTED: 16 April 1990 3 center footing southeast corner line, east footing line 16' below street tevel 90-01 Sand & Gravel 5.1 8.8 58 128.1 126.6 101 98 14' below street level 90-D1 Sand & Gravel 5.1 8.8 58 126.8 126.6 100 98 REMARKS: Relative denslty results based on Standard Proctor. Tests meet density requirements. Proctor sampled w/field test, see attached sheet for results. Test TechniCian: Larry Petersen, ITCO COPIES TO: Progress Engineerin9 Inc. CHARaE CODE 2- 0306 + hrly - 0601 -1.00- 16 - #612 mileage ? . i - • Signed G. J. Kopacek Professional Engineer - peg}stration No. 7254 1 ? _ INSTANT TESTtNG r.tMPANY i 4000 BEAU D' RUE DRIVE INPLACE DENSITY , ? Co EAGAN, MINNESOTA 55122 TEST REPORT Phone 454-3544 FOR: PR0C3RESS ENGINEERINfl INC. Progress Engineering Inc. 14300 Nicollet Court (Suite 235) eurnsville, Minnesota 55337 PROJECT: Country Hoilow Lot 16 Block 3 pATE TESTED: 13 April 1990 REPORTED: 16 April 1990 AUTHORIZED BY: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCATION: DEPTH BELOW GRADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLASS: % MOISTURE: OPTIMUM MOISTURE$: RELATtYE MOISTURE, 7K: FIEID DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELATIVE DENSITY, %: REQUIRED MINIMUM: 4 70' west of southeast corner footing tine 12' below street level 90-01 Sand & Oravel 4.0 8.8 45 125.0 726.6 99 98 REMARKS: Relative density results base density requirements. Test Technician: Larry Petersen, ITCO COPfES TO: Progress En9ineering Inc. CHAROE GODE 1- 0306 + hrly - p607 -0.50- 16 - #612 mileage on Standard Proctor. Test meets 100 Signed G. J. Kopacek Professional Engineer - Registration No. 7254 LOT 16, BLOCK 31 COUNTRY HOLLOW, EAGAN, MINNESOTA DRAINAGE 9 UTILITY 17 EASEMENT N 69°55'OB' 38.06 CB OMH ? AREA CORRECTED ON APRIL 12 & 13, 1990. LIFT STATION G? mH 0 20 40 SCALE IN FEET BO AUTUMN OAKS INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 PORTABLE TESTINO OF NIOH WAY CONSTPUCTION MATERIALS G.J.KOPACEK,PROFESSIONALENGINEER CALI 454-3511 JUNE 05, 1990 ATTN: MR. WARREN ISRAELSON PROGRESS DEVELOPMENT, INC. 14300 NICOLLET COURT (SUITE 235) BURNSVILLE, MINNESOTA 55337 RE: COUNTRY HOLLOW iST ADDITION, EAGAN, MINNESOTA LOT 16 BLOCK 3 ATTENTION: MR. WARREN I5RAELSON AS PER YOUR REQUEST, WE ARE FURNISHING THE FOLLOWING AS A SUMMARY OF THE TESTING AND INSPECTION FOR THE LOT EXCAVATION AND BACKFILL PLACED ON LOT 76 BLOCK 3 OF THE SUBJECT DEVELOPMENT. THE LOT WAS EXCAVATED TO REMOVE UNSUITABLE SOILS FROM THE HOUSEPAD AREAS AS PER THE SOIL DRILLING REPORT AND THE CUT AND FILL SHEETS DATED FESRUARY 05, 1987 AS PREPARED BY ALLIEO TEST DRILLING COMRANY AND THE REVISED PLANS DATED SEPTEMBER 17, 1987 AS PREPARED BY PROGRESS ENGINEERING, INC. THE LOT WAS EXCAVATED TO FIRM SUITABLE SOILS ( SEE INSPECTION REPORT DATED AUGtJST 3, 7987 ). THIS EXCAVATION WAS ACCOMPLISHED WITH LOT 15 BLOCK 3. THIS EXCAVATION WAS TO ABQtJT 5 FEET BELOW EXISTING GRADE, AND 16 FEET OF FILL WERE REQUIRED. THE BUILDING PAD WAS OVERSIZED ON A 1 TO 1 RATIO FROM THE HIGHEST FOOTINCa GRADE. THE LOTS WERE BACKFILLED WITH ENGINEERED FILL AS PER 79-G OF THE H.U.D. REQUIREMENTS. EIGHT SOIL COMPACTION TESTS WERE PERFORMED IN ACCORDANCE WITH A.S.T.M. D-1556 ( SAND CONE DENSITY ). ALL TESTS MET OR EXCEEDED THE REQUIREMENTS OF 95 8 98 PERCENT OF STANDARD PROCTOR, A.S.T.M. D-698, AS SPECIFIED IN THE SOIL REPORT. SEE TESTS 71 THRU 78. TIiESE TESTS WERE PERFORMED FOR EACH 2 FEET OF FILL AND ALTERNATED ON LOTS 15 AND 16 AS IS CUSTOMARY FOR EACH STRIP OF 3 OR LESS LOTS BEING BACKFILLED IN ONE OPERATION. THESE LOTS IN MY OPINTON MET THE REQUIREMENTS OF 79-G. THIS BACKFILL AND TESTING WAS COMPLETED ON AUGUST 77, 1987. IN CONJUNCTION WITH THE CONSTRUCTION OF THE SEWAGE LIFT STATION BETWEEN LOTS 16 AND 17, THE HOUSE PAD WAS AGAIN EXCAVATED AND BACKFILLED TO THE EXTENT REQUIRED TO CONSTRUCT THE LIFT STATION. THIS WORK WAS DONE UNDER CONTRACT BETWEEN THE CITY OF EAGAN AND THEIR SEWER CONTRACTOR. JOBSITE SNSPECTIONS AND TESTING WERE PERFORMED BY OTHERS. PROGRESS DEVELOPMENT JUNE 5, 1990 - PAOE 2- THIS LOT WAS SUBSEQUENTLY RE-INSPECTED ON NOVEMBER 13, 1987. IT WAS THEN NOTED THAT THE LOT WAS SOFT AND UNSTABLE AND WOULD NEED ADDITIONAL TESTING OR PROOF OF TESTING BY OTHERS BEFORE CERTIFICATION FOR 79-G OF THE H.U.D. REQUIREMENTS COULD BE MADE. FURTHER RE-INSPECTION WAS MADE ON NOVEMBER 25, 1987. AT THIS TIME TEST PITS WERE DUG IN AN ATTEMPT TO DETERMINE THE EXTENT OF UNSUITABLE MATERIALS. THE UNSUITABLE MATERIALS WERE FOUND TO BE 4 TO 5 FEET DEEP IN THE GARAGE SLAB AREA. QUESTIONABLE SOILS WERE ESTIMATED TO BE IN PLACE UNDER THE GARAGE FOOTING. IT APPEARS THAT THE ORGANIC MATERIALS ALLOWED TO REMAIN IN PLACE AND OTHERWISE USED IN THE BOULEVARDS, THE BACKYARDS AND OTHER AREAS OF THE LOT WHICH WERE OUTSIDE THE HOUSEPAD HAD BEEN INCORPORATED INTO THE HOUSEPAD BY THE CITIES SEWER CONTRACTOR. IN CONJUNCTION WITH DIGGING THE TEST PITS, TWO SOIL DENSITY TESTS ( NUMBERED 114 AND 115 ) WERE PERFORMED IN THE PORTION OF THE FILL DEEMED TO BE PART OF THE ORIGINAL HOUSEPAD. AN ADDITIONAL SOIL INVESTIGATION ( PROJECT 87005E ) WAS PERFORMED IN SEPTEMBER 1988. THIS INVESTIGATION CONTAINS A BORING ON THIS LOT. WHEN THE BASEMENT FOR THE HOUSE CONSTRUCTION WAS DUG IN APRIL, 1990, IT WAS NECESSARY TO PERFORM ADDITIONAL WORK DUE TO THE EXTENT OF THE UNSUITABLE MATERIALS ENCOUNTERED. THIS INCLUDED THE FOLLOWING: 1. THE CONFIGURATION OF THE HOUSE AND GARAGE WAS CHANGED TO PROVIDE THE DEEPER FOOTING IN THE AREA CLOSEST TO THE LIFT STATION. 2. THE FOOTING WAS LOWERED FURTHER ( 7 COURSES OF BLOCK, AS PER THE CONTRACTOR ) 3. UNSUITABLE, MATERIALS WERE REMOVED TO A SUBSTANTIAL DEPTH ( APPROXIMATELY 22 FEET ) TO ESTABLISH PROPER OVERSIZING FOR THE FOOTING. 4. PUMPING OF WATER FROM THE EXCAVATION FOR PROPER BACKFILL. 5. PROVIDED ADDITIONAL GRANULAR FILL. 6. PROVIDED COMPACTION OF THE GRANULAR FILL. 7. FOUR SOIL DENSITY TESTS WERE PERFORMED ( NUMBERED 1 THRU 4) SINCERELY, INSTANT TESTIN COMPANY A 4 1 ! QORDON J KOPACEK,P.E. PRESIDENT ? INSTANT TESTfNG COMPANY 4000 BEAU D' RUE DRIVE EAGA7J, MINNESOTA 55122 CEDAR AVE. at T.H. 13 iORTAHIE TESTINO OF MIGN WAV CONSTpUCT10N MATERIALS G. J. KOPACEK. PROFESSIONAL ENGINEER CALL 454•35I4 INSPECTION REPORT Progress Engineering 14300 Nicollet Court 45uite 235) RLmnsville, Minneset2 55= PROJECT: Country Hollow CONTRACTOR: D. L. R. DATE INSPECTED: August 3, 1987 REi't1RTED: AugList 3, 1987 I perforrtted a visual inspection on Lots 15 and 16, Eloc4:: 3. The top soil and organic rtiaterial had been excavated to a base. soil consisiting ot a siightly piastic sandy Zaam, underlying ttiat test holes showed a slighit art,ount ofi mottled clay loam. The site was fiairly firrti, but wet. Due to the groundwater, the excavator foreman is aware of the water problem and will drain th,e water out of site prior to fillin8. The oversizing was correct. An on site granular material is to be used tor fiil. The appror.imate depth at its lowest point of e::cavation wa? . at 805 teet, er tive feet below natural surface level. Approxima.±ely ib feet of fill will he needed to bring the site up to 9rade. IIVSPECTUR: Larry Petersen INSTANT TESTING COMPANY CHAR6E CODE: Hrly - (0.5) #601 MILEA6E: 16 - #612 COPIES: Pro9ress Engineering INSTANT TESTIMG COMPANY 4000 BEAU D' RUE DRIVE I? CO EAGAN, MINNESOTA 55122 Phone 454-3544 TEST REPORT I#+IPLACE DEIVSITY PROJEC7: Cauntry Hollow DATE TES7E6: 17 August 1987 Progress Engineering 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 FUR: PROeiRESS EIVGIIVEERIMG REPORTED: 19 August 1967 Al1Ti-IORIZED HY: customer AREA TESTED: Housepad backfill ----------------------------------------------- IIVPLACE DENSITY RESULTS TEST NUt7BER: 71 tOCATIQN: Lot 16, Blvck 3 10' east of pad center OTttER LOTS REPRESENTED PV TEST: 15 DEPTH HELOW GRADE: elevatioh 808 VISUAt SQIL CLAS5: Sand & 6ravel PRQCTOk CURVE NUlMBEfi: 87-04 Y. MOISTURE: 7.3 OP7IMUM MOISTURE, "1.: 8.6 RELATIVE MOI5fURE, Y_: 85 FIELD DEtJSITY, PCF: 135.7 STANDARD MAXIMUM DRY DENSITY, PCF: 133.0 RELATIVE DEN5FTY, Y.: 102 REQUFRED: 98+ --- Tests meet density requirements. Relative density results based on standard proctor. CHAEcGE CODE: !- 306 + FFRLY - 601 < ) IMILEAGE - 612 COPIES TO: Progress Engineering Signed ?494 74? G. J. Kopacek Protessiona! Engineer - Registration No. 7254 INSTANT TESTING COMPANY 4000 BEAU D' RUE DRIVE e cD EAGAN, MINNESOTA 55122 Phone 454-3544 PROJECT: Country Ho12ow DATE TESTED: 17 August 1987 & 12:30 Progress Engineering 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 TEST NUMBER: LOCATIDN: OTtiEft LOTS REPkESENTED BY TESF: TEST REPORT INPLACE DENSITY FOR: PROGRESS ENGINEERING REPORTED: 19 August 1987 AUTHORIZED BY: customer AREA TESTEa: Hausepad backfill ItJPtACE DEMSITY RESi.FLT5 72 73 74 Lot 15 B2ock 3 Lot 15 81ock 3 Lot 16 Hlock 3 west footing pad center 10' south of line center pad center ib 16 15 DEPTH EELOW GRADE: elevation 820 elevation 824 elevation, 812 VISUAL SOIL CLASS: Loamy Sand Sand & 6ravel Silt Loam & C,ravel PROCTQR CURVE NUMHER: 87-83 87-04 87-07 Y. MOISTURE: 7.6 3.3 15.7 OPTIMUM MOISTUkE, Y.: 10.5 8.6 16.5 kELRTIVE MOISTUkE, Y.: 72 38 95 FIELD DENSITY, PCF: 128.5 132.0 108.8 STANDRRD MAXIMUM DRY DENSITY, PCF: 128.7 133.0 107.5 RELATIVE DEtJSITY, Y.: 100 49 101 REQUIRED: 98+ 98+ 48+ ------------------------------------------ Tests meet density requirements. Relative -------- density ----------- - - results based on standard proctor. CHARGE CODE: 3- 306 + kRLY - 601 (-4-) MILEAGE 16 - 612 COPIES TO: Progress Engineering Signed ?dG?Fr???ld-4 G. J. Kopacek Professional Engineer - Registration No. 7254 1-11 _ INSTANT TESTING COMPAMY ? CO 4?0 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 PROJECT: Country Hallow DRTE TESTED: 17 August 1987 & 12:30 Progress Engineering 14300 Nicollet Court <Suite 235> Hurnsville, Minnesota 55337 75 -------------------- INPLACE DENSITY RESULTS TE5T NUMBEk: LOCATION: OTIiER LOTS REPRESENTED BY TEST: DEPTH BELUW GRADE: VISURL SDIL CLAS5: PROCTOR CURVE NUMBEFt: % MOISTURE: OPTIMUM MOISTUkE, Y.: RELATIVE MOISTUkE, Y.: FIELD DEN5ITY, PCF: STANUARD hlAxIMUM DRY DEhfSITY, PCF: AUTHORIZED BY: custaner AREA TESTED: Housepad 6ackfill 76 77 Lot 16 Biock 3 Lot 15 81ock 3 Lot 16 Block 3 10' north of 10' east of 5' west af pad center pad center pad tenter IS ib 15 elevation 916 elevation 818 elevation 820 Sand & Gravel--------------------- 87-04 87-04 87-04 6.3 8.0 4.7 8.6 8.6 8.6 73 93 .°,5 135.8 130.3 133.8 133.0 133.0 133.0 RELATIVE DENSITY, 102 98 100 REQUIRED: 98+ 98+ 98+ Tests meet density requirements. Relative density results based on standard proctar. CHARGE CODE: 3- 306 + HRLY - 601 ( ) MILEACaE 16 - 612 COPIES TO: Progress Engineering Signed?"/ pc- . TEST REPORT • INPLACE DENSITY FUR: PROGRESS ENGINEERING REPURTED: 19 August 1487 G. J. Kopacek Professional Engineer - Fiegistration No. 7254 T _ INSTANT TESTING COMPANY 1 4000 BEAU D' RUE DRIVE cO EAGAN. MINNESOTA 55122 Phone 454-3544 PROJECT: Country Hollow DATE TESTEU: 17 August 1487 & 12:30 Progress Engineering 14300 Nicollet Court (Suite 235) Hurnsville, Minnesota 55337 . • TEST REPORT INPLACE DENSITY FOR: PR?',RESS EN6INEERING REPORTED: 19 August 1987 AUTHt]FtIZED BY: customer AREA TESTED: Housepad backfill ------ ----------------------------------- I NPLACE DENS I TY RES{Ji.TS TEST NUMBER: 78 79 60 LOCATION: Lot 15 Plock 3 Lot 22 Hlock 3 Lot 22 Block 3 5' west o4 pad center 10' west of pad center pad center OTHER LOTS REPRESENTED BY TEST: 16 23, 24, & 25 23, 24, & 25 DEPTH BELOW GRADE: elevation 822 elevation 805 elevation 807 VISUAL SOIL CLASS: SL PL Sandy Loamy Sand & Sand & 6ravel Loam [iravel PROCTOR CURVE NUMBER: 87-06 87-02 67-84 % MOISTUkE: 13.3 11.6 7.4 OPTIMUM MOISTUFtE, Y.: 12.3 9.3 8.6 fiELATIVE MOISTURE, Y.: 108 125 86 FIELD DENSITV, PCF: 113.7 129.1 130.4 STANDARD MAXIMUM DRY DENSITY, PCF: 128.3 130.2 133.0 RELATIVE DENSITY, Y.: 95 99 98 REQUIRED: 95+ 98+ 98+ Tests meet dertsity requirements. Relative density resu2ts based on standard proctor. CHARGE CDDE: 3- 306 + HRLY - 601 ( ) MIL£RGE - 612 COPIES TO: Progress Engineering Signed 4 A6.rTTlea;? G. J. Kopacek Professional Engineer - Registretion No. 7254 ? ? co ' iNSTANT TESTINb- COMPANY 4000 BEAU O' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 PDRTADIE TELTIM6 0i NfGFIWAY COMtTAUCT1pN YATEOIIAIf G.J KOPACEK,PiIOfESS10NAlENGiNEER CALt 454•3544 NOVEMBER 17, 1987 PRD6RESS EN6INEERIN6 14300 NICOLLET CDURT tSUITE 235> BURNSVILLE, MINNESOTA 55337 RE: COUNTkY HOLLOW ADDITION, RLOCK 3 LOTS 15s 16, 17, 26, 27, & 28 ATTENTION: WARREN SSRAELSON, P.E. DEAP. Mk. ISkAELSON, TkANSMITTED HEREWITH IS OUR INSPECTION REPDRT FROM MOVEMBER 13, 1987 CONCERNIN6 THE ASDVE REFEREI+tCED LOTS. IF FRDPEk DdCUMENTATION OF TESTIN6 AND IfVSPECTIDN CAN BE OBTAIMED FOk LDTS 15 THRU 17, IT WILL STILL BE IVECESSARY TO EXCAVATE TIiE PORTION OF THE SOILS WHICH ARE 50FT AND UNSTARLE, RECOMFACT, AND. FETEST A5 PER 79-6. LQTS 26 THkU 28 POSSIbLY CAN BE CEkTIFIED TO H.U.D. IF PROPEFt DC]CUMENTA7IDN OF INSPECTIONS AND TESTIN6 CAtJ 8E DHTAINED. TI-!E SOIL DFiILLING REPDRT INDICATES THAT PORT1DM1tS DF THE HDUSEPAD FILL BELOW THE UPFEk 5 FEET MUST BE COMPACTED TO 98 PERCENT OF 5TANDAitD FkOCTOk DEtJSITV, HOWEVER. CITY SPECIFICATIDNS kEQUIRE 95 PEkCENT OF STANDARD PROCTOF DEIVSZTY IN AREAS SELOW THE UPPEk Z, FEET OF FILL FOF kOADWAY AND UTILITY CDNSTkUCTION. 7HI5 MAV CREATE fAILIN6 TESTS WHERE NONE ARE EXF'ECTED, AND CAUSE PROBLEMS IN CERTIFICATION DF THE LOTS. PLEASE ADVISE US AS TO THE DSSPO5ITIOIJ DF THIS MATTER. SINCERELY. ItdSTANT TESTING COMPANY 6DRDDN J. KOPACEK,P.E. PkESIDENT Y ? IT= INSTANT TESTlNu CaMPANY •• 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 POpTAliE T EiTiM6 Or NIGH WAr CONSTRUCTIOre MAt E N iAlS G. J. KOV/eCEK. GROFESSIONAL ENGIXEER CALLlSa-35" I N S P E C T I O N R E P O R T PRD6RESS ENGINEERIN6 14300 NICtILLET CDURT BURNSVILIE, MINNE30TA 55337 PRDJECT: COUNTkY HOLLQW ADD2TION DATE OF INSPECTION; NOVEMBER 13, 1987 DATE REFORTED: MDVEMBEk 17, 1987 VIEWED JOH AT 9:30 A.M. WITH STEVE. FOREhtAN FOR D.L.R. CONSTkUCTIDN. PERFOkr'lED VISURL RE-INSPECTION OF LOTS 17, & 16 HLOCK 3. THESE LOTS WERE PREVIOUSLY INSPECTED, BACKFILLED R1ND TESTED AND CONFORMED TO 79-6 OF THE H.U.D. kEQUIREMENTS. HQWEVEk, IT APPEAR5 THAT THESE LOTS WERE RE-EXCAVATED IN CONJUNCTION WITH THE CONSTRUCTION OF THE SANITARY LIFT STATION. THE AREA IS VERY SDFT AND SPON6Y, AND MAY NDT HAVE BEEN 'PROPERLY COMFACTED. THIS AFEA APPEAkS TD EXTEND SOMEWHAT INTO LOT 15 HLOCK 3. WE DO NOT HAVE EVIDENCE THAT SUITABLE BACKFILL MATEkIALS WEFE USED Ok THAT COMPAC7IDN TESTING WAS PERFORMED FOR EACH 2 FOOT INCREMENT DF bACKFILL. IT W7LL BE NECESSARY TO REVIEW TFE COMPACTIDN TE5TIN6 ( DONE SY OTHERS ), AND INSPECTION, DR OTHERWISE INVESTIGATE THE LDTS TO DETEkMINE IF 79-6 CDMPLIANCE HA5 SEEN MET. THIS AREA AFPEAi'.5 TO EXTEND SOMEWHAT INTO L07 15 BLOCk: 3. ZN ANY EVENT THE SDFT UNSTABLE CONDITIONS WILL NEED TO BE CORRECTED BEFORE 79-6 CERTIFICATIDN CAN RE MADE. PERFDRMED VISUAL RE-INSPECTION DF LDTS 26. 27, & 28 BLOCK 3. TFIESE LOTS HAD BEEN PREVIOUSLV INSPECTED AND EXCAVATED. A CONSIDERARLE AMOUNT QF EXCESS SOILS WEkE PLACED ON THESE LOTS IN CONJUNCTIDN WITH THE PLACEMENT OF SEWER, WATER LINES, AND SERVICES. YtE HAVE NO EVIDENCE THAT SUITABLE BACk:FILL HATERIALS WERE LJSED OFt THAT THE 10T5 WERE PROPERLY TESTED AS PEk 79-G. IAVLESS PROPER`DOCUMENTATION CAt3 BE OBTAINED, THE LOTS WILL HAVE TO HE RE-EXCAVATED, COMPACTED, AND TESTED SO CERTIFICA7ION UNDER 79-6 OF THE H.U.D. REQUIREMENTS CAN BE MADE. INSFECTED BY: LAkRY PETERSEN INSTANT TESTING COMPANY CHARGE CODE: HDURLV .M 602 (-l-) + HILEAIiE 16 CII r 602 COPIES TQ: PROGRESS ENGINEERING - - _--- - _, INSTANT TESTIN& ?OMPANY Y 4000 BEAU D' RUE DRIVE !? CO EAGAN, MINNESOTA 55122 Phone 454-3544 PROJECT: Country kollow BRTE TESTED: 25 November 1987 @ 2:00 Frogress Engineering 14300 Nicollet Court (Suite 235) &urnsville, Minnesota 55337 te=t hole lat 26 . IN?LACE DEtJSITY kESULTS TEST NUMbEk: 114 115 116 LOCA T I OtJ : DEPTH BELOW GRADE: VISUAL SDIL CLASS: ? PF:OCTOR CURVE NUM6Ek: Y. MOISTURE: OPTIMUM MOISTURE, Y.: RELATIVE MOISTURE, %: FIELD DEPlSITY, PCF: UM DkY b' TEST REPORT INPLACE DENSITY FOR: PROGRESS EhiCINEERIhlG REPOkTED: 30 November 1487 RUTHORIZED BY: Warren AFtEA TESTED: housepads test hole lot 16 J ' Loamy Sand & 6ravel--- 87-03 87-02 8.4 7.0 10.5 9.3 80 128.9 75 124.4 5.3 14.1 :78 1?1.6 STRNDARD MAXIM 2 130 119.2 DENSITY, PCF: 128.7 . kELATIVE DENSITY, Y.: 10@ 96 . 98 kEQUIKED MINIMUM: 48 98 98 ---------- Tests 114 & 116 meet density requirements, test 115 low. Relative density results base d on standard Froctor. CHAk6E CODE: 3-03 06 + HRtY -# 601 t1.5> MILECiCiE -16- #612 COPSES TD: Progre=s Engineering senee---?-- test hole lot 17 4.5` -- Sandy Loam Mt/ Gravel 87-88 G. J. Kopacek Protessional Engineer - F1egistration No. 7254 ? IT o 11110 1111111111co DECEMBER 09, 1987 fNSTANT TESTIh1631 COMPANY 4000 BEAU D' RUE DRIVE EA6AN, MINNESOTA 55122 CEDAR AVE. at T.H. 13 PORTAlLE TEETINQ Oi NIONWAY CpNiT11UCF10N MATEIIIAL{ 0.J.KOPACEK,PROFE8510NALENGtNEER PRDGRESS ENGINEERZNG 14300 NICDLLET COURT tSUITE 2351 RURNSVILLE, MINNESDTA 55337 f2E: COUNTRY HOLLQW ADDITION, SLDCK 3 LOTS 16, & 26 THRU 29 ATTENTION: WARREN ISF'iAELSDN, P.E. DEAR MR. ISRAELSON, WLL 4S4.Y5" TRAtJSMITTED HEREWITH ARE ADDITIONAL INSPECTION REPORTS CDNCERNING THE ABDVE REFERENCED LOTS. LOT 16 BLOCK. 3 IT APPEAkS THAT UNSl1ITABLE MATERIALS MAY EXTEND TO CONSIDERASLE DEPTH IN THE FDRTION OF THE LOT UNDER THE GARAGE AREA. IT WILL 8E IMPOSSIHLE TD CEkTIFY THE GARAGE FORTION DF THE LOT WITHDUT FURTHER INVESTI6ATION OR SUHMITTAL OF TEST AND ItJSf'ECTION DATA ON THE FILL THAT WAS PLACED AND TESTED BY OTHERS FOR THE LIFT STATION. LOTS 26 THRU 24 BLDCK 3 ----------------------- THESE LOTS WERE EXCAVATED TO REMDVE UNSUITABLE MATERIALS, 1-IOWEVER WERE NOT FILLED BY THE GRADING CUNTRACTOR. SOME WET SAND WAS STOCKPILED ON THE REAFt OF THE LOTS DUFING POND EXCAVATION, SD IT COULD DRY OUT A/JD BE USED FOR FILL. DURIN6 COMSTRUCTION UF THE LIFT STATION AND SEWEkS ADJACENT TO THESE LOTS, THEY WERE FILLED APPROXIMATELY TO GRADE BY THE SEWER & WATER CONTI2ACTORS. WE WILL NEED EVIDENCE OF SOIL SUITABILITY AND COMPACTION CDNTROL BEFORE CERTIFICATIOIV CAN BE MADE. I HAVE ALSD ENCLDSED AN ADDITIONAL COPY OF TFtE INSPECTION f2EPDRT AND TRANSMITTAL FOR NDVEMHER 13 FDR YOUR INFORMATIDN. PLEASE ADVISE US AS TO THE DISPOSITION OF THIS MATTER. SINCERELY, /0i L . ;p9Z:zANY 90RDON J. KOPACEK,P.E. PRESIDENT COPIE5 TO: PRDGRESS ENGINEERING . ITs =co INSTANT TESTINU COMPANY ' 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 CEDAH AVE. at T.H. 13 PORTABLETESTINOOF NtOMWAV COMSTPUCTION MATERIAL6 G. J. KOPACEK, PROFESSIONAL ENGINEER CALI 4S4.75tl I N S P E C T I D N R E P O R T PRtICsRESS ENGINEERING 14300 NICOLLET COURT (SUITE 235) BURNSVILLE, MINNESOTA 55337 PROJECT: COUNTRY HOLLOW ADDITSON DATE DF IHtSPECTION: NOVEMBER 25, 1987 DATE REPORTED: DECEMHEk 04, 1487 PERFORMED VISUAL RE-ItJSPECTION DF LOTS 17, & 16 HLQCK 3. HAD THE SEWER CONTRACTOR DIG TWO TEST PITS TO VERIFY THE DENSITY AND QUALITY OF THE BACkFILL MATERIAL PLACED IN CONJUNCTION WiTH THE LIFT STATION CQNSTRUCTION. THE TEST PIT FOR LDT 17 REVEALED THAT OR6ANIC SOIL5 WERE INCORPORATED INTO THE FILL, FtOWEVER, THEY DIB NUT EXTEND TO THE HOllSE FOOTIN6 OR OVERSIZING AREA. THEREFORE LOT 17 I5 ACCEPTABLE. THE TEST PIT FOR LOT 16 WAS EXTENDED THROUGH THE 6ARA6E SLAB AREA TO THE HOU?E FOOTIN6 LINE. THIS TEST PIT REVEALED THAT THERE ARE DRGANIC MA ERIAL5 INCORPORATED INTO THE FILL. ORIGINAL FILL WAS ENCDUNTEkED AT A 5 FT. DEPTH AT THE 4i0USE FOOTIN6 LINE. A DENSITY TEST TAkEN IN T#-IIS RREA AT A 6 FT. DEPTH PASSED WITH 100 PERCENT RELATIVE UENSITY. THE UNS[JITABLE MATERIAL MAV EXTEND TQ A SUHSTANTIAL DEPTH UNDER THE GARAGE FOOTING. SEE THE ATTACHED DRAWING. ONE DENSITY TEST TAKEN NEAR THE CENTER OF THE 6ARA6E AREA AT A 5 FT. DEPTH HAD A RELATIVE DENSITY OF 96 PERCENT WHERE 98 IS REQUIRED. FUkTHEk INVE5TI6ATION WILL HE REQUIRED ON LOT 16. INSPECTED BY: LAf2f2Y PETERSEN INSTANT TESTIN6 CDMPANY CHARGE CODE: HOURLY # 602 (-2-) + MILEA6E 16 MI # 602 COPIES TO: PROGRESS ENGINEERIN6 D m ? 7 N l m m o w m v 3 O IG W ? ] 10 _V deneity test 6' below grade -;A, 9°. ?`?nnnz wali o 1007 of std proctar - soil appears suitable to a point 4' 6elow grade - OK p \:3 ' n ? r m rt density test 5' below grade ??- ? 96% of std proctor, but mixed__,, w/ organics (more organic in / x y fD N r 3?' W SUITABLE uope o k 0 C ' ? w / rF m 7 . N N O' m M O ? Ln fD N ? j N K P. ? a N ? N o ? Ln (D ? - . o Q i+ r foundat ion :1 N ?y I/cl/ N • ? / ? > W c ?. O Ar ? v / a c'' /0 ~ (J / j /ao 2 ' (A A.c 0 ?e / / a ? N 70 v m LrI .. a N N m Existing LiPt Station i+ lNSTANT TESTiHG _JMPANY 4000 BEAU D' RUE DRIVE ? ?GAN, MINNESOTA 55122 Phone 4543544 FOR: PROGRESS ENOINEERINO INC. Progress Engineering Inc. 14300 kicollet Court (Suite 235) Burnsville, Minnesota 55337 ? INPLACE DENSITY TEST REPORT PROJECT: Country Hollow Lot 16 Block 3 DATE TESTED: 12 April 1990 REPORTED: 16 Apri) 1990 AUTHORIZED BY: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCAT?ON: DEPTIi BELOW ORADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLA55: ? % MOISTURE: OPTIMUM MOISTURE!K: RELATIVE MOISTURE, %: FIELD DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELATIVE DENSITY, 1K: REQUIRED MINlMUM: 1 southeast corner foot- ing line 18' below street level 89-02 Sand w/Gravel 6.3 8.7 72 125.7 124.6 101 98 REMARKS: Relative density results based on Standard Proctor. Test meets density requirements. Test Technician: Larry Petersen, ITCO COPIES TO: Progress Engineering Inc. CHARQE CODE 1- N306 t hrly -#601 -0.50- 16 - #t612 mi leage ?,??i??`j / •C. SignBd _ G. J. Kopacek Professional Engineer - Registration No. 7254 ? I T_ INSTANT TESTING vJMPANY _?? 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: PROCaRE55 ENOINEERING INC. Progress Engineering Inc. 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 2 AUTHORIZED 8V: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCATION: DEPTH BELOW GRADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLASS: !K MOISTURE: OPTIMUM MOISTURESK: RELATIVE MOISTURE, %: FIELD DENSITY, PCF: STANDARD MAXIMUM DRY DENSITY, PCF: RELA7lVE DENSITY, %: REQUIRED MINIMUM: ` INPLACE DENSITY TEST REPORT PROJECT: Country Hotiov+ Lot 16 Block 3 DATE TESTEO: 12 April 1990 REPORTED: 16 Aprii 1990 3 center footing southeast corner line, east footing line 16' betow street level 90-01 Sand & Gravel 5.1 8.8 58 128.1 126.6 101 98 14' below street level 90-01 Sand & Gravel 5.1 8.8 58 126.8 126.5 100 98 REMARKS: Relative density results based on Standard Proctor. Tests meet density requirements. Proctor sampled w/field test, see attached sheet for results. Test Technician: Larry Petersen, ITCO COPIES TO: Progress Engineering Inc. CHARGE CODE 2-0306 + hrly - 0601 -1.00- 16 - p612 mileage 100, ??fZQ??? / • ?. Signed G. J. Kopecek Protessionai Engineer - Registration No. 7254 - I?_ INSTANT TESTING _.,iMPANY INPLace DEHS I TY , 1_ ?? 4000 BEAU D' FiUE DRIVE EAGAN, MINNESOTA 55122 TEST REPORT Phone 454-3544 FOR: PROGRE55 ENGINEERING INC. Progress Engineering Inc. 14300 Nicollet Court (Suite 235) Burnsville, Minnesota 55337 PROJECT: Country HollOw Lot 16 Block 3 DATE TESTED: 13 April 1990 REPORTED: 16 April 1990 AUTHORIZED BY: Todd INPLACE DENSITY RESULTS TEST NUMBER: LOCATION: DEPTH BELOW GRADE: PROCTOR CURVE NUMBER: VISUAL SOIL CLASS: % MOISTURE: OPTIMUM MOISTURE`.K: RELATIVE MOISTURE, A;: FIELD DENSITY, PCF: STANpARD MAXIMUM DRY 4 10' west of southeast corner footing line 12' below street level 90-01 Sand & dravel 4.0 8.8 45 125.0 DENSITY, PCF: 126.6 RELATIVE DENSITY, 99 REQU{RED MINIMIlM: 98 REMARKS: Relative density results based on Standard Proctor. Test meets density requirements. Test Technician: larry Petersen, ITCO COPIES TO: Progress Engineering Inc. CHAROE CODE t-#306 + hrly - p607 -0.50- 16 - #612 mileage 10'?? signea - G. J. Kopacek Protessional Engineer - Registration No. 7254 ? LOT 16, BLOCK 31 COUNTRY HOLLOW, EAGAN, MINNESOTA ? l 19 i 3 i ?i G ? 2 m w !i : 4- 18 , ? Z W rt 15 W a 16 W W ? ? Z O N N a - ?a It o N° I 0 ? Z ?-DRAINAGE d UTILITY I 0 I7 EASEMENT 5I ? ? 0o N I ? N Yj GAR. PROPOSED HOUSE : AREA CORRECTED ON APRIL 12813, 1990. t'll N I LIFT STATION I ?'20*_` ? ?-•---- {---' ? 0 L----?? 0 169055'OB' E' b'Z4a?12 T MH O 20 40 BO 38.06 48.33 G'C • SCALE IN FEET AUTUMN H pAKS Om ? ? PERMIT City of Eagan Permit Type:Building Permit Number:EA129176 Date Issued:01/16/2015 Permit Category:ePermit Site Address: 4168 Prairie Ridge Rd Lot:16 Block: 2 Addition: Country Hollow PID:10-18275-02-160 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Eric Adams 4168 Prairie Ridge Rd Eagan MN 55123 Window Concepts MN 291 Eva St St Paul MN 55107 (651) 905-0105 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA133053 Date Issued:09/21/2015 Permit Category:ePermit Site Address: 4168 Prairie Ridge Rd Lot:16 Block: 2 Addition: Country Hollow PID:10-18275-02-160 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:One Window/Door Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 500.00 Fee Summary:BL - Base Fee $500 $40.00 0801.4085 Surcharge - Based on Valuation $500 $0.50 9001.2195 $40.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jessica E Adams 4168 Prairie Ridge Rd Eagan MN 55123 Window Concepts Mn 291 Eva St St Paul MN 55107 (651) 905-0105 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA136193 Date Issued:04/29/2016 Permit Category:ePermit Site Address: 4168 Prairie Ridge Rd Lot:16 Block: 2 Addition: Country Hollow PID:10-18275-02-160 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jessica E Adams 4168 Prairie Ridge Rd Eagan MN 55123 (763) 268-9692 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA139194 Date Issued:10/13/2016 Permit Category:ePermit Site Address: 4168 Prairie Ridge Rd Lot:16 Block: 2 Addition: Country Hollow PID:10-18275-02-160 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jessica E Adams 4168 Prairie Ridge Rd Eagan MN 55123 (763) 268-9692 Window Concepts Mn 291 Eva St St Paul MN 55107 (651) 905-0105 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA162734 Date Issued:07/27/2020 Permit Category:ePermit Site Address: 4168 Prairie Ridge Rd Lot:16 Block: 2 Addition: Country Hollow PID:10-18275-02-160 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jessica E Adams 4168 Prairie Ridge Rd Eagan MN 55123 (763) 268-9692 Window Concepts Mn 291 Eva St St Paul MN 55107 (651) 905-0105 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA168374 Date Issued:04/20/2021 Permit Category:ePermit Site Address: 4168 Prairie Ridge Rd Lot:16 Block: 2 Addition: Country Hollow PID:10-18275-02-160 Use: Description: Sub Type:Reroof & Siding Work Type:Replace Description:Contractor only did the roof. No siding Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:4/23/21 Per Tom, Contractor only did the roof. No siding. pf Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. Valuation: 10,000.00 Fee Summary:BL - Base Fee $10K $191.75 0801.4085 Surcharge - Based on Valuation $10K $5.00 9001.2195 $196.75 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jessica Elaine Adams 4168 Prairie Ridge Rd Eagan MN 55123 (612) 418-0051 NMC Exteriors & Remodeling 14505 21st Ave N, Suite 226 Plymouth MN 55447 (763) 244-2961 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA179705 Date Issued:10/18/2022 Permit Category:ePermit Site Address: 4168 Prairie Ridge Rd Lot:16 Block: 2 Addition: Country Hollow PID:10-18275-02-160 Use: Description: Sub Type:Fireplace Work Type:Gas Insert Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 3,000.00 Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Jessica Elaine Adams 4168 Prairie Ridge Rd Eagan MN 55123 (763) 268-9692 The Fireplace Guys Llc 680 Hale Ave N #110 Oakdale MN 55128 (612) 326-1919 Applicant/Permitee: Signature Issued By: Signature