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4869 Windsor Ct CASH RECEIPT ~ CITY OF EAGAN P. O. BOX 21-199 EAGAN, MINNESOTA 55121 , ~ ~ DATE ` 19 : ~ 5 fp RtClIVLD AMOUNT $ & DOLLARS +oo ? CASH [aCHECK ~ . . . . . % • ! ~ I J FUND CODE AlAOUNT 3 Thank You ]BY 5 3 White-Payers Copy Yellow-Posting CoPY Pink-File Copy . CITY OF EAGAN 3830 Pilot Krab Road, P.b. Box 21-199, Esgan, MN 55121 PHONE: 4548100 BUILDING rERMIT tteceipt #F T* ?e rwd fa W. Value • - + _ ` ~ ` Date 19 SiteAddrest Erect Q Occupency Lot Block Sec/Sub. i3m i Tr Remodel ? Zoning Parcel No Repair ? Type of Const. . Enlarge ? No. Storiec Move ? Length ~ Name r"3Ll~R:i Demoliah ? Depth Addresa Grede ? Sq. Ft. City Phone Install ? '4 '3 1' ~ 1o U Aovre•ob Fees ~ Name Addren ' Assesunent Permit City Phone Woter 3 Sew. Surcharge Police Plan Review. ~ WtW Name Fin SAC Address Enp. Woter Conn. ~W City Phone Plonrwr WoterMetar Council Rood Unit 1 hereby ocknowledye thot 1 how rood this opplicotion or+d stote thot Bidg. Off. ,i: fM intormotion is torrect anj aqree to Comply with all applicable APC Total Stote of Minnesota Statutes and City of Eogan OrdinoncOs. 42t 2 62? o SO Var. Date Sipnotun pf Permiftas , °A Bulldinq Pertnit Is issued toc on M+e expnss condition Ihat p(I work sholl be dorw in otaordance with oll opplicoble Stofe of Minnesoto Statutes and City of Eapan O?dinonus. Buildfnp Offitiol ~ Pwmit No. Psrmit HoNb? Dou TN hone iR Plumbino H.VA.C. 5`5 C ENebie ~ Sottwwr InWedion Date Insp. Othw Footinp n E M ~ ~Prl~ J - Foundation Framino ~ 2( Roofiny Rouyh Plbo. Rou¢~ HVA Inwlation ~ Final Plb4. Finsl HVAC ~a FiMI Cwt/Ooe. Wowr Dyc?ibe Loeati n: YYbll SevNr Pr. Disp. J Receipt pAECHANICAI PERMIT Permit No. 4"_ CITY OF EAGAN Fes ' fill in numbered speces S/C Type or Print legibly Tot ;-r 1. Date 2. Installation Cost ' 3. Job Addr~ ~ , Lot Blk. Tract i,'o~ ~ , 4. Owner 7 ~L c._ _ - , , f , _ , • 5. Contractor 4 Phone 6. Address 7. City, ~State ~ Zip . ~ 8. Building Type: Residential Q_ Commercial ? Institutional ? ~ : 9. Work Description: New'-d, Add 0 Alier ? Repair ? 10. Describe Fuel Type i~t .1~-. 11. No. Fqujpmeni 8TU - M. Ea. No. EQUiament CFM ~ Forced Air Air Handling: Mfg. Boilers Mech. Exhaust Mfg, Unit Heater Mfg. Other Air Cond. Mfg, Gas, iping Outlets ~ 12. I hereby certify that the above information is true" and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rough Finel Inspections: Date Insp. Date Insp. This is your permit when numbered and approved. Approved CITY OF EAGAN 464-6100 CITY OF EAGAN Remarks X. Addition BRITTANY 7th Lot 4 Blk 2 Parcel 10 15006 040 02 Owner Street 4869 Windsor Court State Eagan, MN 55122 Improvement Date Amount Annual Years s Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK 1976 12.07 15 60.37 AO15437 -O SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 1986 • 70 ~ lyy 3 j 0 / 8S~ STORM SEW TRK 1986 51.53 1 , 3 Ao /G 1p.3 /a STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. dUILDING PER. 101-46 SAC 525 - 00 PARK ~ - INSPECTION RECORD f CITY OF EAGAN PERMIT TYPE: ~ 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: ~ (612) 681-4675 ' SITE ADDRESS: APPLICANT: i'j ~ 1 3j ! PERMIT SUBTYPE: TYPE OF WORK: INSPECTION . ~ ~ I I i I~ ~a~~~ ~ ~~'ro~` ~ ss~', 3 . ~ I ~ M a s~ ~ _ . ~ Permit No. Permk Holder Date Telephone # ELECTRIC PLUMBING HVAC Inspection Oate Inap. Comments FOOTINGS FOUND ~ FRAMING ~ ROOFING ROUGH PLUMBING PLBG AIR TEST i I ROUGH I HEATING GAS SVC I I TEST I INSUL I GYP BOARD FIREPLACE FIREPLACE AIRTEST w Im3 FINAL PLBG I FINAL HTG I ORSAT I TEST I BLDG FINAL I ~ BSMT R.I. I ~ BSMT FINAL I ~ DECK FfG I DECK FINAL II I I I I -J .:ITY QF EAGAN WATER SERVICE PERMIT 3830 Pilot Knob Road P. O. Box 21199 ' PERMIT NO.: +i i Eagan,MN 55121 DATE: ~ Zoninp: R1 No. of Units•. 1 ~ Tojlef.;on: H1drs Owner: Address: Site /lddross: 4869 Wi Cc t4. r n 7 ~ Plumber. KCU,J1KLU ( Meter No.: Connectian Charpe: 500.00 pd ~ Siu: d~„k Account Depostt: 15.00 Reoder Pto.: - 0 A /Yl 516 ~ a2 Pertnit Fee: 10. 00 t I yne to eoMPlp wkk !6* Ciyr oi Eevow Surcharge: . 50 k Or~ieenq.. Misc. CF,nryes: 132.00 pd Totol: 63.00 pd merer j BY Date Paid: ~ Date of Insp.: Insp.: CITY OF EAGAN WATER SERVICE PERMIT 3830 Pilot Knob Road pERMIT NO.: ~1~ 7' P. 0. Box-21199 7 q3S Eagan, MN 55121 DNTE: T 1 No. of Units: 1 Zonin~: Tollefson Bldrs ' Ownsr: Addross: Si~ ~rc~: 4869 Windsor Court L4 B2 nrittan 7 ~ mber "'-i12- `~j`:St Plu ' Connection Char9e: 500.00 d Meter No.: Size: Account Deposit: Reader Na:: Permit Fee: 1 pno h aowVh? wh6 !Iw Citp eE E4"" Surcharfle: 132.00 Dd ' OrdiMSeN. Misc. CMryes: Total: 63 00 pd meteY , BY Dote Pald: ~ Date of Insp.: Insp.: CITY OF EAGAN ~ SEWER SERVICE PERMIT ~ , 3830 Pilot Knob Road 7560 ; P. O. Box 21199 PERMIT NO.: G Eagan, MN 55121 p,,TE; 7-9- 5 i ZO"i"g- R1 No. of Units: 1 , pwner; Tollefson Bldrs ~ ~ Address: I 5ite Addfess: 4369 Windsor Court L4 B2 nritran ; j Plumber. •~-72 c'1T1 ' 4-23- S 51105 100.00 pd ~ 1 pr« re ea.Py w1116 Nw C1hr ei [yen Connection Q+orpr. ~5• _~,pd E O~diu~ee~c. AooourK Deposit: i PermM Fes: ~ Surcharps: .50 { By Misc. Chorpes: ~ Dote of Insp.: Totol: j Insp.: Dob Pald: , CITV OF EAGAN N 0- 1 0 1 3 6 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PH ON E: 454-8100 Receipt * J-j/oj-~ Te b, wmd fer SF DWG/GAR Est. Valuel $116, 000 pate APRIL 23 , 19 85 SiteAddresa 4869 WINDSOR CT Erect 12 Occupancy R3 4 2 BRITTANY 7TH Remodel 0 Zoning R1 Lot Block Sec/Sub. ~ Repair ? Type of Const. u, Pa~cel No. Enlarge ? No. Stories TOLLEFSON BLDRS Move O l.enyth 7 6 ~ Name z 1655 NOR6VOOD DR Demolish ? Depth Address Grede ? Sq. Ft. 42 ~ City EAGAN phone 4 5 4- 6 8 7 3 Install ? SAME Approvals Fees ~ Name 8~ A~r~S Assessment pe~it 473.00 ~ City pha~e Water b Sew. Surcharge 58. ~ 0 Police Plan Review 236, 5 0 Z ~Name Fire SAC 525,100 ~o Address Enq. Woter Conn. 5 0 0_ 0 0 t W City Phone Plonner Water Meter 63- n 0 Gouncil Road Unit 29n n p I hereby ocknowledge that I have read this applicotion and state that gldg. Off. 4 2 2 8 5 T. P. 132.00 the inlormotion is correct and ogree to comply with all applicoble Stcte of Minnewta Stotute d City of Eogon rdinunces. APC Total ~ 24 26 7, 5 0. v ' Var. Date Sipnctum of Permittee A Building Permit Is issued to: TOLLEFSON BLDRS on the express conditlon tho+ all work sholl be dorro in occordorxe with all o ble Stotel neso-tc- Statutes ond City of Eayon Ordinances. Buildirip Officiol ~ This request - void 5 ~ 6 ` ~ tl~ , B.255G9 Request Date ~ Fire No. Rou h-in In ction R ired? TReadY Now'},/' Wili Notify, InsPec- ~'r~ Ves ? No F [or When Ready [Licensed Electrical Contractor I hereby request inspection of above Owner electrical work installed at: Street Address, Boz or Route o. Citv 4~y ection o. Township Name or No. Range No. County Occupantl INT) Phone No. O~ Ge 7-- s p y/ Li'3~-4PY73 Powrer Supplier Address ' ~ Electr' al Contractor (Company ame) . ' Tc)' on;ractor's License No_ Vl :~YT- ;ngAddre ds~ ntractor or Owner Making Instailationl ~ ~v?~- Auth5'2r:(cctor/ er Making ns lation) Phoyp N~ e~ v ~ MIIdtJESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION RFQUEST WILL NOT Griggs-Midway Bldg. - Room N-791 BE ACCEPTED BY THE STATE BOARD 7827 University Ave_, St. Paul, MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 297_2711 ENCLOSED. REQUEST FOR ELECTRICAL INSPECTION s-. EB-oo°°'_°° , See instructions for com ~ ~eting this form on back of yellow copy. 4-2-5,6 9 "X" Below Work Covered by This Request Add Rep. Type oi Building Appliances Wired Equipment Wired Home Range Temporary Serv+ce Duplex Water Heater Lightin,y Fixtures Apt. Building Dryer Electric Heatin Commercial Bldg. Fumace Silo Unloader Indi6irial Bldg. Air Conditioner Bulk Milk Tank Farm Other Specify Other (SUer.ity) t er (Specify Other Qther ompute lnspection Fee Below p Fee ServiceEntranceSize ft Fee Feeders/Subfeeders # Fee Circuits 0 to 200 Am s 0 to 30 Am s 26 1 0 to 30 Am s Above 200 Amps 31 to 100 Amps / S 31 to 100 Am Swinuning Pool Above 100-Amps Above 100_Amps Transformers Irrigation Booms Partial-`Other_FEe---, ~ Signs Special Inspection TOTRI FEE, ~ Remarks I ~ q /i~• ,V ~ n / / Rough-in Date , the E tTcal Inspector, hereby certity that theabove Final ~ ~lO /7r c -insPection has been Z a~ made. c This reQuest void 18 months from ~ / ~ . . . - 1985 BUILDING PERMIT APPLICATION - CITY OF EAGAN . lIOTE: ALL CONTRACTORS MUS? BE LICENSED iiITH TAE CITY OF EAGAM INCLUDE 2 SETS OF PLANS 3 CERTIFICATES OF SURVEY 1 SET OF ENERGY CALCULATIONS To Be Used For: C,j&gL_F-rApMlf,V Valuation: ~ ~(51,Q-"~• ~ Date: ApVI lQ,Lqe6 Site Address: OFFICE USE ONLY Sect/Subjj~t~~rect CZ Occupancy R3 ' Remodel Zoning 7-7 Parcel # Repair Type of Const _'-74 Enlarge # of Stories Owner cjav, Move _ Length -1 (D Demolish Depth Z Address Grade Sq Ft City/Zip Code c Contractor APPROVALS Address (b615 Assessments Permit Water/Sewer Surcharge - City/Zip Code ~{~61~1~ S61 Police Plan Review Z',~.5= Fire SAC Phone # Engr Water Conn Planner Water Meter Arch./Engr Council Road Unit Zt3o. Address Bldg Off J~-~•r''~;parks ~ APC Treatment P1 3 Z°~ Variar.ce Phone # TOTAL L_ • . :f I - ~ ~ . _ - - - - - _ - - . -z < . , . ` ~ - ' _ - - - _ _ - ~ Clo . A:~ ldt3-12 ~ JACKSON - SURVEYORS Scale: 1":30' RE61eT[R[D UND[R LAWi OF iTAT[ OF MINH[SOTA 0 Denotea Iron ~Urainage,,&,;Utility Eaaement llr8itl8ge 3616 EAST 55th STREET, MINNEAPOLIS, MN 55417 727-3464 • nOn,~ =Existing Elev. . ~ ~ burbcpor'g lCcctiHcate ~ Propoaed Garage Floor Elev. / 96,9, ~ /32. o' _ S / 1 v ~ I ~1 a N ~ i - ~ ~o zs• ~ I , ~ .\d 4 ~ . ~ . - ~ ~ - ~ ~ . ~ . /D oY . / ~ O 2 ` ~ ~ , tkb t I HEREBY C[RTIFII THAT TH[ ABOVt li A TRUt AHD CORR[CT PLAT OF A QURV[Y OF \ ~ ~ ~Lot 4,Block 2ttany 7th,Addition.'~ UakotA County;Minneaota. . Af BURVEYED oY M[ TH1S- 15Ci1. DAY oF APril A D 1985 ~ . SION[D . F. C. JACKSON. MINN[WT/( [OI{TMTION, NO. SdOO , / . -~=-cs y,i-,,.F:y~,t,~.>r•: ;'n:.'y-'`f' -!7c *.rr+i~.y`~:.. ~i::•x ~c a,-- ' :.._.._~_....4~ . .-....rk''.dY 'S.;~•;r •;W;F~.<:',ri'. -:.t~~•1.:~-:3.: :Y-:;7:.r.5:: - ~2'..:•--.u.+i:u C.....r. _ _...:`_.4`.'.~~.Y._:'c:..::.1'~.~.~ti.._''_i~.._::y`'. . S_ CI_TY OF BUILDINCi DEPARTNIENT -EXTERIOR ENVFLOPE AVERAaE "U lf COMPUTATION (To be submitted with building permit application) One or Two Family Dwelling ~ 0 wner All Other Site Address Contractor IoLI.EJ;~DIV $vtLDMS 7J;uC, Date Phone LINEAL FEET OF EXF'OSED VdALL o4Er: l'l.c'oxt, ft. above grade = ~ TOTAL EX.°OSED 4VALL ARE4 SQ. FT. 0:'Af;;UE IV11L COr:STF.UaTI01~ : "U'f Value x Area De tail '~A4E "U" • 043 x S2. FT. I 5Z. . S•3 ( U)( A) rei erence 4a&VL' / "U" , bq g x Sq. FT. 93.g0- 9.l9 (U) (A) from elUel . 04a x sQ. FT. zo . i(c _ A.3&q(U) (A) attached "UII x SQ. FT. _ (U) (A) sheets "U'l x SQ. FT. _ (U) (A) nUn x SQ. FT. _ (U) (A) 'JVINDOWS: "U" Value x Area D1ake & TYpe livsvL• CyN1LT 'rUll - 45 x SQ. FT. (05• 10 - 17•Z (U) (A) nU~~ x SQ. FT. - (U)(A) n u ~?U~~ x SQ. FT. _ (U) (A) ntj x SQ. FT. _ M(A) DOORS: "U" Value x Area 1 Mca-:se & Tyoe _i~rEF3. 1l,,~yv6t "Ull •/4 x SQ. FT. ~~v•DO = '•b+ (U)(A) If loi1ll •48 x SR. FT. Z,O = 20•1b 0) (A) n 11 lijjll x SQ. FT. _ (U) (A) n u _ nUn x SQ. FT. - (U) (A) TOTALS 231$.9(p SQ. r'T. z00• /~j (U) (A) AVERA(3E "U" TOTAL (U) (A) VALUES zpO•Ig = , Og(v DIVIDL'D BY TOTAL 6'JALL AREA Z310•7(D - AVERA(3E IIUII ~!i r less for 1&2 family dwe111ngs ROOF/CEILIN(3: / TOTAL AREA: zti Detail reference IIUII .OZ..1 x SQ. FT. //7~ - z~.(o9 (U) (A) from IIUII x SQ. FT. (U) (A) attached sheets. "Uit x SQ. FT. ~ (U)(A) Describe openings flUff x SQ. FT. - (U)(A) in roof. IIUII x SQ. FT.(U) (A) TOTAL (U) (A) VALUES DIVIDED BY 2¢, 60 3 rYAtLe7 ~~~P Z449 CU, TOiAL R00^/CEILIPIG A1ZEA l~ 7(P • dZl AVERAGE l'U~. 25 r ventilated roofs. - ~f.5o X~9Z+9-2 +-,?8 t2g} = 13s0, o0 8.83 X CZSttB ~ z8+t,s) = q80~. q~ z 3 i s_I~f(p ~ Colve, • - .(P7 x~42-~ 4z t z8 +zg~ . 83 X ~84+5'!v +5lvt5lo~ ~ ~oq. /(o ~ ~II~ Dow S ~oxUo = s. v X 3 = 1S.oo Z4 X Z4 • o X 1=- 4. o0 7o X0o =~3 24X48 = 8. o x ll ~ SS, o0 ICvS. /t~ 3` S7L• WO SL ~ 3 S'. DD z~.57'L• SbJZ. - Z1,Op PA-TI I ~l• -~C" A' NEl ~x f,~i~L.(,,. ~v~•~j vd x z$ ~r ~'i H'J Zo9, /Cv 710, 00 9 bb 752 .90 • , ' --WALL SECTIO DetermdLning "II" values at Rooff, Wall, Rim, and Conc. Block ROOF/CEILIN(3 (R) VALUE S 1. ) Interior Air r'ilm 0.61 2.) 5/81, ayp. Bd. .56 3.) Insulation 44-97o 4.) 5.) Exterior. Air Film .61 (STILL) I 2 3 6 IOUu = 1 /R_ i'OTAL (R ) = 99•7$ , l ~ n WALL (R) VALUE `oJ 60 Interior Air Film 0.68 9 , 7.1 1" GYp. Bd. .45 8.) Insulation 19.00 . 9.) zs4e Rvk.T-9iT6' 2• oq- 10. ) 1~IASOnite Siding . n7 to 11.) Exterior Air Film .17 11 • ' "Uu = 1/R= . 043 TOTAL (R)=z3.oi ~ IZ RIM (R)_ VALUE ~ 120 Interior Air r'iltn 0.68 130 Insulation 1(I•00 14 14.) 21' Fir Rim Joist 1.88 1 15.) ZS/AL!, Xv11.T_ ~jrjj~- Z, 04 15 16.) Masonite Siding .67 ~ 1?:) Extorior Air Film .17 o , , • . • "Ulf 1/R= TOTAL (R)=Ztf " I U~ , po -D FOUNDATION (R) VALUE 180 Interior Air Film 0.68 ~g 19.) 21 • • ~ 20 ~j°' • 9 21,) 12" Concrete Block 1.28 e n 22. ) ~?~ID ~IV~~~-. $•00 23.) Exterior Air Film .17 0 ~~d IIUII = 1/R= ToTaL (R)= JO.13 . ~ ~ r~ ~RV oF cagan 3830 PILOT KNOB ROAD. P.O. BOX 21199 BEA BLOM9UIST EAGAN. MINNESOTA 55121 Moyor PHONE: (612) 454-8100 THOMAS EGAN JAMES A. SMITH ~ 1 19g5 JERRY THOMAS DATE' y ~ THEODORE WACHTER ~ Counal Members THOMAS HEDGES Cify Aaminatrotor EUGENE VAN OVERBEKE SPECIAL ASSESSMENT SEARCH c,rv cierk Requested by: DAKOTA COUNTY ABSTRACT C0. RE= Brittany 7th, Lot 4, H.ock 2 1250 Highway #55 4869 Windsor Court, Eagan, MN 55122 Hastings, M 55033 Parcel # 10 15006 040 02 Enclosed herein is the search which you requested made on the above described property. Kind of Improvement y~.s• Beginning Original Amount Balance Due Sewer Trunk 15 1976 $181.07 $ 60.37 Water area 15 1986 441.70 441.70 Storm Sew Trunk 15-- 19$6 772.93 772.93 I further certify that according to the records of said office, the following improve- ments are contemplated or pending after having been approved and are now in the process of planning or completion. Kind of Improvement Approximate Date of Completion Approximate Cost NONE i WAIVER: Neither the City of Eagan nor its employees guarantees the accuracy of the above infor- mation which was requested by the person or persons indicated. Nor does the City or its employees assume any liability for the correctness thereof. In consideration for the supplying of the indicated information in the above form and for all other consideration of any nature whatsoever, any claim against the C.ity or its employees rising therefrom is hereby expressly waived. Levied assessments to be paid to the CITY OF EAGAN, 3830 Pilot Knob Road, P.O. Box 21199, Eagan, MN 55121. Very truly yours, SPECIAL ASSESSMENT DIVISION THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY , .f:,yyy.,y~.a.,rr.,o y.~..o.~r .y~e.y y.~.}~f y.~~.~:.~. yy~ . ;r~,~.u .o..i • .ydryt (.a.f.TY t.i4= f:.i"if:;Ai'.t (':(1`~il°I:;.:'.:::i~tt; c; ••;~i:::l~t'f~i:i:~~.!(1`._ ~'i:lu t°,`7 ~ • a .1.. r. . ti .1 , ~ > L~sr T''::: ...1.~ ..,.J :3 ..i' l. i ; ? c.. 4 ?ir^ r. 1._:I:t+~l_ ~ • rs r~ i~!~!~~.:~.e C•:~1;:; '='I...!_i::) ~ ••y~~: ~ 7• r r_,.' r..... ~:a(:it~:. fi~~:;c-,:.? i•~i:f:~~~:':!:::~i.)F:~ T~ ?i.._~•.., :?(:?~_1:L ~i•s~~C,:~ IA!1:,,!x_,...,!.?,~•. t..~ (.:,,..,~1 ~ 4 •Y'15~. ~t... 1• i t~'- i ' .•~.~v."li~ . .•~.1... ' ~•`t_ .I... f•.~(1..7.:.(`~':.' 1 ~l ::.1'\ . i.I u t~ `.f., ~ .y:~..~ryrQ:+~•Y,.~~,y•,i.:i.a ~~.•r.a,•.i:•.i,.i ~c.4i,.;f ~:o..y~~ ~:..:a~,ya.;~,.~..p.a PERMIT 'CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: ~ ~ Eagan, Minnesota 55122-1897 Permit Number: 030975 (612) 681-4675 Date Issued: 10/ 15 / 9 7 SITE ADDRESS: 4869 WTNDSOR CT LOT: 4 BLOCK: 2 BRITTANY 7TM P.I.N.: 10-15006-040-02 DESCRIPTION: (GAS INSERT) Bb il'ding-,- Paermit Type FTREPLACE IBuilding;W"o,r~k Type NEW Census Code 434 ALT. RESIDENTIAL. 3 ~a'~~:n . F a ~ , ~ , s . $ s..,:. ' ' ~ v`s„ p ' '~4 , ' d~ g"a.» s' : ' s~ ~:a~ ~ ~ REMARKS: FEE SUMMARY: Base Fee $59.00 Surcharge , $.50 Tota1 Fee $50.50 CQNTRACTOR: _ A p p 1 i c a n t - OWNER: 6A4S LINE PLUS TNC 12266226 DICKIN50N RICMARD A806 RUTLEDGE ST 4869 WIND50R CT ~ PRIOR LAKE MN 55372 EAGAN MN (612) 226-6.220 . ~ ,,w , . , ~ - - . . . .a, 'a . , s=J_ 98t~° :8:1,y," ^d_ .m,x•&9a o ._.n - „ ' a ,oe I„ he%reby,acknowledge- ,that ~I ;hav'e~ r`e`a& tKish~,ap,pli;cat;ion~-arid ls.ta'Ce ;that the = info,rma2t3.an is correct -`and;. agre's~ t°o°4compmly~;wi'tM !`avll ap'pli:cab~l4'Stsate- cif",.M rt. Statutes-and Ci.ty g ~ ~ ' a f E'a a'n~ 0"r=d i"n ai ~ c'es~. ~ ~ . APPLICANT/PERMITEE SIGNATURE ISSUED : SI ATUR CITY OF EAGAN 3830 PILOT KNOB RD - 55122 50 1997 FIREPLACE PERNIIT APPLICATION 45oq 446 681-4675 DATE: l0/1/I1-7 PERMIT FEE: 50.50 DESCRIPTION OF WORK: _ CONSTRUCT NEW FIREPLACE ALTERATIONS TO EXISTING ~ INSTALL GAS INSERT ONLY _ INSTALL GAS LINE ONLY OTHER: STREET ADDRESS: 49(o9 w~ (1dS0 r Ccurt LOT BLOCK SUBD./P.I.D. ~?i,iCANIi: (ci;`c;e u,,:, o;iiy ) ii'vJivi n C,vi.i i ic~iC; i i~" 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. PROPERTY Name: llww ICA, W 11 , Phone OWNER LAST . FlRST Signature: Street Address: City: State: Zip: FIREPLACE Company: 6-CtS L/np OuS , Inc- Phone INSTALLER > Signature: •~~Q ~ 4~ , AM . Street Address: 19q, License City: n Ylfr,Ur Lab State: Zip: S S 37 -2- GAS LINE Company: Phone INSTALLER Name: Signature: Street Address: City: State: Zip: 10~ . P _ ~ t ~ • R ~M!^ ~ ~ + OFFICE USE ONLY BUILDING PERMIT TYPE 0 14 Fireplace WORK TYPE ? 31 New ? 33 Alterations 13 3. J~•.•_ ~ t:...~,a-- c~ ~taui,iuP~ ~u GENERAL INFORMATION Census Code. 434 SAC Code 01 REMARKS Chimney/flue must be inspected before concealing. .I.. Y' ll M:. ~.~~•';.lL.~.~ . MWA._ L _ . _ DMR/99 ~ ~~hi '•,fi ~ riJ 9001 06~9 .INDti:ii'il::! W 209 T"1 - _ . ..I . r._.,.~ r "%•Ii3i•,.:, ...;~',k~,.,... . r.,, t.: , _ , ~)C? t c r _ ~ _....,:~.~i•~i'. , . i:~'. T 2 '51 ~ G ; I ' _ , . ..,a~a~, .,i .a.• ~ .n. ~ . 7'.. , . . r . . . . . . . - . 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL) n~51 25 CITY OF EAGAN ~0 3830 PILOT KNOB RD - 55122 651-681-4675 New Constructton Reauirements Remodel/Reoair Reauirements ? 3 registered sfte surveys showing sq. ff. of lot, sq. R. of house 2 copies of plan and cll roofed areas (20% maximum lot coveraae allowed) 1 set of energy calculations for heated addfflons ? 2 copies ot plans (show beam 3 window sizes; poured fnd. design; etc.) 1 sffe survey for exterior addffions 8 decks ? 1 set of energy colculations ? 3 copies of tree preservation plan if lot platted affer 7/1/93 DATE: COST: ~l~ Ic 25 DESCRIPTION OF WORK: STREET ADDRESS: _49lPq 1.J1 nCISr11_ rauLt LOT: ~ BLOCK: SUBD./P.I.D. Name: ~IG6 rt5onl ~Il`.:'r- Phone#: PROPERTY last First OWNER Street Address: l,J117e~Sv? ~FUC.ef' City CR 0 /9n/ State: Zip: 5 S/ 2L Company: Le('.cnnee- &6naL Phone 4112- 7 (area code) CONTRACTOR p 4 Street Address: (~Odl (j,nd&1e, l~v; A. /Ju~6 license # Z06126WExp. City 122'a/5. State: Mi? Zip: ARCHITECT/ ENGINEER Company: Name: Telephone area code ( ) Street Address: Registratlon City State: Zip: Sewer 3 water licensed plumber (reauired for new construction onlvl: Penclty applies when address change and lot change is requested once permit is issued. I hereby acknowledge that 1 have read this application, state that the tnformation is coRect, and agree to comply with all appl(cabl St.yte of Mfnnesota Statutes and City of Eagan Ordinances. y Signature of Applicant: f OFFICE USE ONLY Certificates of Survey Received Yes No , ~ -.i ~ 1 6 . Tree Preservation Plan Received Yes No Not Required OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 02 SF Dwelling ? 07 5-plex ? 12 12-plex ? 17 Garage ? 22 Porch/Addn. (4sea. ? 03 1 of _ plex ? 08 6-plex O 13 16-plex ? 18 Deck O 23 Porch (screened) 0 04 2-plex ? 09 7-plex ? 14 Apartments O 19 Lower Level ? 24 Storm Damage ? 05 3-plex ? 10 8-plex O 15 Lodging 0 20 Pool ? 25 Miscellaneous WORK TYPE ? 31 New ? 35 Tenant Impr ? 39 Gas Line Only 0 43 Siding/Soffits/Fascia ? 32 Addition ? 36 Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors O 33 Alteration ? 37 Demolish Bldg.* ? 41 Wood Stove ? 45 Fire Repair ? 34 Repair ? 38 Cemolish (Interior) ? 42 Reroof * Give PCA handout to applicant for demolition permit GENERAL INFORMATION Const. (Actual) Basement sq. ft. Census Code (Allowable) Main level sq. ft. SAC Code UBC Occupancy sq. ft. No. of Units Zoning sq. ft. No. of Bldgs - # of Stories sq. ft. MC/ES System Length sq. ft. City Water Width Footprint sq. ft. Booster Pump PRV Fire Sprinklered APPROVALS Planning Building Engineering Variance Permit Fee Valuation: $ Surcharge Plan Review License iVit:/CS SAC.; City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. ' Other ` Copies , Total: - SAC Units % SAC , . . . . . . . . . . . . . . . . . . : : . : . ::i i:'i • tG:Y+ni":iii.'•:£::%:~ `:'[~ii;i~SYt:i~:::i%?y;::?c?t2:'::£u:::i3::<~i•.`:%' %`t`~t't'r>..?t°'>:i'.'•iii:Eii3::i~t~t'$t5i,,,; <'S;;¢:S't'"~~!::!i'0+":it;`iys[~i~:'iic:jii:j tt`t•`:>°t~i ~~t~''''''''t'~t'S:i~~'S+'<:!c2$~`~i:<i:.`•:[~?[~:`•ii::i~::%':2':•'••`•::t3i ' :t.:y:;::;: . . ;i. ~1'f•:i!f:~~~•:...~,"•'y.•~:.•''.~';.~.•~~''..c.+`~..i3ii`'i't'c'tf~::S:c2~ii~i::":'`['?i'::::::i:~:[~:ir;':2.;S:S::>sit~i[;::i:~:~i`::::::::cf?~::t~::~:::;:~:'?:.;:;:[;`.i;:~i::~!::>tt;:ciii::i;>5:i:i:i:i%:i>:i:t:::;':;[ : . . ; . . . . . . . . ~~~S:~ii:::~..~.. . . . . . ~ . . . ; . ~ . ~ . . . : . . ...•:::.;y:: r::;:: ;::,•::;.~.;;5'< ~ 1994 PLi;TMBING PERMIT.(RESIDENTIAI;) CITY OF EAGAN ~ 3830 PILOT KNO~B RD EAGAN MN 55122 (612) 6814675 ~ PLEASE COMPLETE FOR SfiNGLE FAMILY DWELLINGS. AL:SO, FOR TOWNAH0N_I,'ES~ CONDOS WHEN PERMITS. ARE REQIJIRED FOR F.ACH UNIT. , - - - . NO. FIX1'URES EA.GH TOTAL ~ " SHOWER 3.00 WATER CLOSET 3.00 . ~ BATH TLIB 3.00~ LAVATORY 3.00 KITCHEN SINK 100 ~ -L;ALJNDRY TRAY 3.00 ~ _ HOT TiJBlSPA 3.00' . WATER I3EATER 3:00 FLOOR DRAIN 3.00 GAS PIPING O'LJTLET • minimum - 1 3,00. R'OUGH OPENINGS 1:50 ~ LVA'TER ;OrTEi+iER 5.00 17 , ~ PRIVATE ~DISP. • nex.ay. uG 20.00 LJ.~.C'r._ SPRINKLER bome uneer const. 3:00 ~ AI:TERATIONS • to edscing 20 ~:00 . _ - - - ~ - ~ - WATER TURN AROUND 20,'00 • STATE SURCHARGE , _ . .S:U _ , . TGTAL,: 5; Sc-) S'ITE AD;DRESS: ' OWNER NAME:~p/~~Lt,~.~OnI kjq~,A:;2a, IN'STALLER: T` o ADDRESS•/)D 1 ~~i~_•~ k~',~/'~- S~Uf ~ CITy: STATE: ZIP CODaE: ~ - - - _ - ~ 'PHONE , ~ SIG AT ° OF PERMI TEE ~ - ~ _ - ~ ~ . - . . ~ . ~a,........;;- :o: . . :::::::::::::.....5 ~ . . . . : .,5:::::::::::............... • •.:.:~::~..m: . n . . Y•:.'•`^?:~.t~::..~i'-:~' • ~ ~:::::::::::..:t~:::: B, . . . r: :?::z~:::;:::i:<:» ::c<?i~•iE:<::::::::.: . . .,.a . d. w...::::::: :v.,~::::::::::::::::::. :w:::::::::::: . .......:::::::::.;~:::::::::::..~:::::t,~.~ :..~::::::::::::::::::::.~:.~:.::•>:a:~;:~»:.>:•>:•:~::t<•:<~:c:::.:.>:•:;:~:~:;<~>:;~::~;:~::~::~>:~>:a::. . . . *%::i xt~. v::>:•:. .d ii:i'~i:::i'v:i.±:i::::•,:•,:::',:v+Y:i~`:; r i~iY:?i'riiiii~Y~:~:•:~iiiiiiiii::ii:i::v::•:i:~ii:!<:::i::i:4iiiiii::';::vi::C~i?ii:~:~ii::::•,:i:'riiiiin~::i::•:::{•i:•}iiii:~iii:::~~:~ii:v::•::ii::::::iiiiij::^ ~Si:4i:.i:`v: . '~j:i:iii'''$'r'??::j:~:~:::::~i:: <ii~i:ivi:ii(:;?;: .?a{:':'r'i~*:CGf::v.r.. X'~....n...........:: pii:J::?<.iiiii:~iiiSi:;:yi:::::::i::i:~:viiiiiiiii:: ...................n::::::::::: :v::.. :v:.+u:::: v:..................................................... . :::::::::::::::Oii" f4iii:::4:u.:v::.~.:~::::::::::. . . . • . .a..... k ..k. : . ~.t:::.: . : . 4 . ...................?R~?.........2...... . . , . 4 ,::.~:::~:::.::~ii:::;::i::::::a:~::::o::::::a.;:o 4 2.......a......................::::::::.::.;i:.;:; ......C'. • . ' ~ ' ~ ~ :................................r........ .::.v:::::::: ~D. .............:::::::::::::::::::::r.............,...........,.................... > ~ :.::.::::.:.:::.::;;:.;;:.:;.:<:.;:.;:.:;<:.;:.;:.:.;:.::.;:.;:.;:.;:.;:.::::::<.~:::::::::::::::. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w::.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . ~ ..............................n...... , - ,s..xs_. . u.._ . . _ _ 19.94 PLU,MBING PE~RM~T (CO;MMERCIAL) - " ~ . CITY Of TA,GAN . ~ 3:830 PILO~; ~ KNOB RD . °:FAGANr MN ,55122 PLEASE COMPLETE FOR.AL:LL~CG.M11!IER'CIALJINDiJSTR'IAL BUILDINfGS: ALS0-V„Y3 R N~JI:TI- FAMU Y BUn DINC=S :'fI:,:LN SE-FARA'I'E t.ERM1iS, ARE NOT REQ'UIR'BD-;,)FOR EACH DWELLING UNIT. NEW CONSTRUCTIO'N ADD ON ~ . . REPAIR . WORK DESCZtIPTI~ON: - - - ~ . ~ . - - - - - _ ~ - - _ - - - CONTRACT PRICEs ~ , - . : ~ FEE: 1% OF; CONTRA,G',f;` T. EE. ~ ~ ~ STATE SURCHARGE: $.50 FOR EACH :51;000. OF 1TEE. 1l4I111.:M•JN1- FED $ 2,05:00 . CONTRACT PRTG'E X 1% STATE SURCHARGE ~ k' _ - - - ~ ~ TOTAL . SITE ADDRESS: TENANT NAME:~ - ~ STE. # OWNER NAME: Ile1STALLER: ADDRESS: CITY: - - - ~ - - STATE: UP PHONE - - - - - FOR: - - CITY OF EAGAN APPLfiC.'ANT - - , t 2/84 CITY Or EAGAN t„It APPLICATION FOR PERiMIT • SEWER AND/OR WATER CONNECTIOrT . (PLEASE PRINi) 1) PROP= ADDRESS : //V ~V (J ~T r.FCAr. DESCRIPTIC,,: LOC.AC o~2 000e)MA/l~ 7 ts. (Lot/Block/Subdivision or Ta:{ Parcel I.D. NLunber) ! I'"' ^:I-E '~;:G S'I''.?LtC'I1,DAT~. 0F ORTGL-IAL u;IiLI::G -.r_-_Ii TSS~.:~C.: ! LTsz-: KE3P---2 1. Sii~ Cr~.IZ,~~ . Dtrp= (7;v L^TITS) , 0 rZ-3 T(J,:iFCv,cE + L':IITS) ( L'„ImS) ? R-4 Ac:~'`:T/CC.~G-lI`II;,~I ~ UNITJ/ ~ C011'=,CL~L,/ RL.iAI1.y OLT ICE p I~i.'DliST?,.Lu ? NSTI=IO:VAL/GGV~~~n= 2) APPLI= (PLEASE PRIfiT) 00, p'A/ 02 ~ ADDRESS: CI'I'Y, STATE, ZIP: ~ ~ • I PHOiNE: Z/~? ~ 7•'.~ 'y 3) puuSB~? j\jAME• . GE W`EOAW:T'Q~f.H FOR CITY USE 041Y . r PLUMBERS lICE4SE: ADDRESS: • ~ RT T A'f'L =Attive CITY, STATE, ZIP: - T, 550,58 ~ Expired S~c - - _ Q Not of Record PHONE: ov~..,~~~w pLUMBER LICENSE ~ atr nitia Q) pCCLJppNr/Crv-rJIIR NANIE: (PLEASE PRINT) . ADDF2ESS : CITY, STATE, ZIP: PHONE: 5} INDIG'lTE tJE-iICH PERMIT IS BEING RDQUESTID: C0NNECTION T'J CITY SDTER coNrrncrzo.r To czTr waTER ' ? C7i'E1ER (PI.EASE DESCRIIIE) 6) I21DIGA'M C:E: ? PL.F-7%SE F?OID APPROVF.D PEMNLIT FOR PICFC-L'P BY ONE OF ABGVE W-PLEA.SE MAIL RPPRGVFD PER-LIT T'J 1, 21 3 4 ABOVE (Circle one) 0,0410 DATE: 7) SICTAZL'RE: ~ • MR 6! ol:ai!-41 ie-~a A1= yr rat EM-AWAUZOM ! s ns ns--s s~404 Os *s soms s:a :ma at so itfwmw r_ :Am ir ir so rs rs a'a aa saar F 0 R C I T Y U S E O N L Y PERMIT ISSUED Frrs = $ 'lU. S tJ SE:^iE.°. PERMT 1' (I~TCT :;DE- SU°C=?RGc. ) . $ /D. S-Z~~ WATER. PERMIT (I`:CLL'DL c-uRCuARGL) $ ~3, WHTER METER/COPPERHORN/OUTSIDL REhDER $ WATER TAP (INCLUDE CORPORATION STCP) S SE:dER TAP . i~ $ ~5-' $ ACCOUNT DEPC?SIT - j'IATE? $ ~ jQ0 °p WAC $ SP_C $ TRli*VK NATER ASSt,SSv?E.iT $ TRliiJK SE:vER ~SS.SS:Iz'NT $ LATEPLAL BE:IEFIT/TRUNK SEWER $ LATERAL BENEFIT/TRUNK jJAT°R $ °9 OTHER i,V Cc.&c. Lte.~m.e~.~' ~~a-,•a'e $ TOTAL ' $ P,MOLNT PAIDjRECEIPT K 5333~ . DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGiiT OF WAY? , C] YES IF YES, THEN A"PERMIT FOR WORK WITHIN 'PUBLIC ROAiJWAY" MUST BE ISSUED BY THE NO ENGZNEERING DIVZSION. LIST AS A CONDI- TION. SUEJECT TO THE FOLLOWING CONDITIONS: . . , APPROVED BY: TITLE: ~ DATE: 7 J /8S ~r. w ~ ~ .ts~ .t ~ ..t .ES~ w ~ w ~s~ ~ ~a w ~ ~ s~ ~ ~ s~ we.a ~t•~ w sr w ~ 4 r . y. / . . . 1985 BUILDING PERMIT APPLICATION - CITY OF EAGAH . NOTE: ALL COM!'RACTOxS MUS? BE LICEHSED fiITH TfIE CITY OF EAGAN INCLUDE 2 SETS OF PLANS . 3 CERTIFICATES OF SURVEY '1 SET OF ENERGY CALCULATIONS r To Be Used For: pr/j~ ,V Valuation: Date: ~ Site Address: ~j ~1 tjp5p~•y OFFICE USE ONLY , Lot: ~ Block Sect/SubB LLjjjjU~-16 Erect ZC Occupancy : Remodel Zoning = Parcel # Repair + Type of Const ~ Enlarge 41 of Stories Owner ~A~~ Move _ Length ~(y Demolish Depth ~Z Address Grade Sq Ft • ~ City/Zip Code Contractor _jpu,EF"i~Ni g1)l~ pG APPROYALS 1 T . Address Assessments Permit 4-73. Water/Sewer Surcharge 5 S.° City/Zip Code E:{86,L~_Nj 56j;Aa Police Plan Review 23~. ~ Fire SAC SZ-::~ Phone # .115Engr Water Conn ~ro . Planner Water Meter G3.00 Arch./Engr Council Road Unit 2.F~0•`° Bldg Off arks Address APC Treatment P1 Variarce Phone ~ TOTAL . a,a~7, sa d . . ~ . . . . . ~ ~ q- 4= I 2~2 n 5 9- - Co Co S~$ IISd4~ ~ Tallefson Buildera Inc. Or.11606 188-12 JACKSON - SURVEYORS Scale: 1":30' RE(i1STtR[O UND[R LAW? OF STATt OF MINN[lOTA • Denotea Iron ____~Urainage & Utility Eaeement llrainage 3616 EAST 55th STREET, MINNEAPOLIS, MN 55417 727-3484 =Exieting Elev. . ~ gbunc~por'g lCcrttficatc ~ Propoaed Garage Flooc Elev. / IN %_1 2G=- o, - 1 A /a, rx N a ~,o . - - - a t~ . ~ J • °Y ~ o ~ 2 , ~ I U ~p• ~ I._. /?2,0 . 0 . ~ p / I HEREBY C[RTIFY TMAT TH[ ABOV[ 19 A TRU[ AND CORR[CT PLAT OR A BURV[Y OF Lot 4,Block 2,Brit[any 7th,Addition, Uakota County,Minnesota. 15t1i. April 1985 Af BURVEYED oY M[ THIf- _DAY OF A.p. . SION[D / ~ .CI~/9..__7__~.. l. F. C. JACKSON, MINH17T I~ [OIfTMT10N. NO. 3600 March- sth. 1986 Mr~. Glenn Nord Attorney at Law 207 Holyoke Ave. Iakevi lle , MN Res Bryan Skupas, 4869 Windsor Ct „ Ee.gan. MN, 55122 ~Lot 4. Block 2, Brittany 7th vs. ToZZefson Builders Inc. Dear Glenn: In response to your clients' offer, we too, would like to expeditiously settle this matter which the city of Eagarr holds critical in the resumption of operations for Tollefson Builders. Hereby we offer the following conditions for a complete settlementt 1. Grout the soil on our property to the specifications of the city of Eagan under the supervision of Twin C.ities Testing. 2. Repair exlsting damage to the house foundation, walls, and ceiling. 3. Return the yard to previous grade and replace damaged sod. 4. Reimburse in certified funds, $755.00 spent thus far on attorney's fees. 5. Produce verification oP final inspections, final occu- pancy permit and notorized letter from the city of Eagam. statin q that our house does not encroach on the easement. Your prompt acceptance of this offer will be viewed favorably by all parties involved. Thank you for your cooperation. Cordially, ryan S. Skupas . cc: Tom Colbert. Citv of Eagan. Director of Public works m i Bea Blomquist, Mayor,. City af Eagan cc: Paul Hauge, Attorney for the City of Eagan cce Nichael Dougherty, Attorney representing Bryan Skupa.s cc: Better Business Bureau.of riinnesota city oF cegcin 3830 PILOT KNOB ROAD. P.O. BOX 21199 BEA BLOM9UIST EAGAN, MINNESOTA 55121 Mayor PHONE: (612) 454-8100 1HOMAS EGAN JAMES A. SMITH February 14, 1986 VIC ELLISON iHEODORE WACHTER Council Members THOMAS HEDGES MR CARL TOLLEFSON, PRESIDENT CityAdminisirator TOLLEFSON BUILDERS INC EUGENEVANOVERBEKE Ciry Clerk 1655 NORWOOD DRIVE EAGAN MN 55122 Re: Project 84-T, Brittany 7th Addition - Sanitary Sewer Installa-t.ion Dear Mr. Tollefson: I am in receipt of your letter of February 4 wherein you have indicated that Don Erickson, of Erickson Construction, Inc., will perform the soil grouting within the general vicinity of the sanitary sewer alignment adjacent to Lots 4 and 5, Block 2, of Brittany 7th Addition. Please be informed that the following conditions must be complied with, before the City will issue a Certificate of Occupancy for the two affected dwelling units on each lot: l. A$30,000 financial security (performance bond, letter of credit, cash escrow, etc.) must be deposited with the City to guarantee all costs that may be incurred in resolving the problem and performing the compactive grouting soil solidifi- cation process suggested in a report prepared by Twin City Testing Corporation, dated December 26, 1986. i 2. This compactive gr;outing program must be performed under the direction of a professional registered soils engineer hired by the City of Eagan. 3. The vacation of that part of the existing side lot utility easement over Lot 5, Block 2, Brittany 7th Addition, must be approved by Council action through the formal public hearing process. 4. All present evidence of settlement that has occurred to date must be corrected and repaired to the satisfaction of the current homeowners and Building Inspection Department. If all above items are completed to the satisfaction of the City and the homeowners, the City will not require the "Hold Harmless Agreement" as a condition of releasing the Certificate Of Occupancy. I THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY MR CARL TOLLEFSON FEBRUARY 14, 1986 PAGE 2 Al1 other final inspection and punch list requirements as identified by the City of Eagan through the Building Inspection Department must also be complied with as a normal course of the issuance of the Certificate of Occupancy. Upon receipt of the appropriate financial security, the City will contract with an appropriate soils engineer and work with Erickson Construction, Inc., to schedule the compactive grouting operations. If you have any additional comments or concerns regarding the City's requirement, please fe~_-free to contact me. Sincerely, ~ C~4 XA Thomas A. Colbert, P.E. Director of Public Works TAC/jj cc: Paul Hauge, City Attorney Dale Peterson,;Chief Building Official city oF etlgan 3830 PILOT KNOB ROAD, P.O. BOX 21199 BEA BLOMQUIST • EAGAN, MINNESOTA 55121 Mwor PHONE: (612) 454-8100 THOMAS EGAN J a n u a r y 6, 1986 ' JAMES A. SMITH VIC ELLISON THEODORE WACHTER Council Members MR DAVE KELLER n+on~as HEOGEs City Administrator HAUGE, EIDE & KELLER, P. A. EUGENE VAN OVERBEKE ~ 3908 SIBLEY MEMORIAL HWY CilyClerk , EAGAN MN 55122 Re: Project 84-T, Brittany 7th Addition Sanitary Sewer Lot 4, Block 2, Brittany 7th Addition - Occupancy Permit Dear Dave: On Thursday, January 2, 1986, Brian and Linda Skupas met with me and further discussed their concerns pertaining to the status of their property as it relates to the potential settlement associ- ated with the sanitary sewer installation and the lack of issuance • of a certificate of occupancy by the City as of this date. As a result of that meeting, they would like to have the City provide them with a letter indicating the City's status pertaining to the performance of the final inspection necessary for the : issuance of a certificate of occupancy. My reservation in issuing any official certificate of occupancy relates to a potential inference of acceptance of liability associat- ed with possible settlement problems relating to this issue. Therefore, I would appreciate if your office would provide guidance : to the City as to whether a formal certificate o.f occupancy, final inspection or temporary occupancy permit should be issued on this property taking into consideration the fact that the Skupas' are presently residing in this dwelling unit. Based " on your decision and considering the City's best interest regarding potential future liabilities, I would appreciate it if you would respond to.Brian and Linda Skupas informing them of the City's s~atus and copying Dale Peterson and myself. Your prompt response to this matter will be greatly appreciated. ; Sincerely, 3 ~ -.J-~~% . . s . Thomas A. Colbert, P.E. Director of Public Works T TAC/jbd : cc: ;"Dale Peterson, Chief Building Official 3 THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN ~ ~ ~ r . . . - ~•~j, 11a~?= 1~4'`=:.:... eA y' r .^i~. ~ ' ` . :t1'.'~ , . ' " - _ "y:~'+.:.:.Y:: ' . " ~ . ' t ~~•'~•-2"i t'~-:i..~ J,' _ . ' . . r1:~.i-r =b i..;.,,; "1 '.1:; a'i, r:350..:; . •,:.,y~C,.: ~ , ~ 41 fi' :.x. i '4 ~;Sri',' Y,CL..g f: 1,y71,• .:ti.~.. ~ . ' . ' - ",~'3' . To~~Qrso~~O~il 'iilr~ CUS7 W DESIGNED HOMES ' - 12617 Fairgreen Ave., Apple`.Valleq?.:,.Mn 55124:-- . se=etuovKoAxxlK '431-1100 a . . , Phon. 4e1 2)=%0sa ~ February 11, 1986 .'Alton, Severaon, Sovis, Groves & Chezick Michael G. Dougherty, Attorney st Law. 7570 West 147th Street Appie Valley, tin 55124 ~ ' - RE: 4869 Windsor-Caurt/Bryan'Skiipas, your.file No_. 9029-1120 Dear rir. Dougherty, In regard to your letter dated January 23, 1986, we feel that Tollefson - Builders, Inc. has reached an agreement with the City of Eagan which does not require your client to sign a"Hold Harmless" agreement and assures them a Certificate of Occupancy. . In rPpiy to your item (A) in your letter, please see enclosed certificate of survey which clearly shows your.client's house isn't encroaching on the sanitary sewer easement. . , As to your itiem (B), the City is requesting Don Erickson, the contractor who installed the original aewer line, to inject grout into the aoil to insure campaction density to meet City requirementa and Mr. Erickson has agreed to this. Lastly, item (C), please be iuformed.that the City hired Twin City Testing to do soil borings to determine compaction densitq, and they explained in their report that the liouse settlement are r.ormal settling cracks and are _ not caused due to improper compactiou denaity of the soil. Furthermore, - Tollefsor, Builders, Inc., will repair cracks in the concrete and sheetrock as is doiie normally for all our customers. Also, for your information, it is the City of Eagan's responsibility to perform certain inspections during the installation of the sanitary sewer to assure proper installation and proper compaction of soil. Please call if you have any questions on the above inforwation. S cerely, RECE IVED Carl R. Tollefson : . FEB 14 19cr, President e6/MINNESOT .i. q , . . . . . . .~r:.. . r . . tuu,~ ~~~~ihQ 1J' corporatioro 662 CROMWELL AVENUE ST. PAUL, MN 55114 I PHONE 612/645-3601 May 19, 1986 I/-/ City of Eagan 3830 Pilot Knob Road Eagan, MN 55123 Attn: Mr. Tom Colbert, , Director of Public Works Gentlemen: SUBJ: Report of Subsurf ace Exploration Program Grout Monitoring Brittney Seventh Addition Eagan, Minnesota #84-T - Ci ty of Eagari #4200 86-506 ~ IfJTRODUCTION_ In our report #4200 86-262, Report of Subsurface Exploration Program conducted after the sanitary sewer between Winsor Court and Sherwood Couri. was constructed, we discussed the past and possibly continuing settlernent problems for the residential unit at 4869 Winsor Court. You decided to perform the compaction grouting outlined in our report as the most timely solution to minimize detrimental settlement from occurring. We understand tnat Tollefson Builders retained tne services of Solidification, Inc. of Minneapolis to perform the grouting. Upon completion of the grouting, we were to conduct a subsurf ace exploration program to determine the effect of the grouting. ~ SCOPE I In accordance with your verbal authorization on March 5, 1986, we have performed a subsurface exploration program. Our scope of work on this project is as follows: 1. To have a meeting with the horne owner representatives of Tollefson, the builder, atici Solidification, Inc. to go over the work plan. I 2. To review the work done by Solidification, Inc. during the grouting process. 3. To put down one standard penetrai:-ion bjr'i,jg to ascertain the eff ect of the groutiny. AN EQUAL OPPORTUNITY EMPLOYER T City of Eagan May 19, 1986 Page Two 4. To prepare a data report including the results or our field and laboratory tests as well as our engineering opinions with regard to the effect of the grouting program. PURPOSE The purpose of this report is to describe our field exploration procedures, to present the results of our field and laboratory tests and to provide you with our engineering opinions. SITE CONDITIONS Surface Conditions As previously outlined in our earlier report, the house is a two-story structure with a basement. The south side of the house parallels the sewer line which was put in a 22' deen excavation adjacent to the house. The house is located within 5' to 10' of the sewer line, and evidence of past and possibly continuing settlement was noted within the foundation walls of the house. Subsurface Conditions The subsurface conditions encountered at the test location are shown on the attached boring log. We wish to point out that the subsurface conditions at other times and locations on the site may differ from those found at our test loca'tion. The boring was put down 2 1/2' south of the house and approxiinately 1.3' east of the house. The surf ace elevation at the boring was 97.11, relative to a first floor elevation of the house of 100.0'. Since we were in close proximity to the sewer line, we limited the depth of exploration to 21' so as not to possibly encounter the sewer line. For the total depth of exploration, we encountered fill consisting of the silty sands with a little gravel. The soils are similar to those found during our previous exploration, whereas in our first explor•atiun, the majority of blow counts were 4 to 5 blows per foot. The penetration resistance at this boring location indicated blow counts on tne order of 4 to 10 blows per foot with all but two of the penetration resistance values being greater than 5 blows per foot. Between 11 1/2' and 13, we encountered mostly grout, and grout was noted in the soils at a depth of approximately 17 112' to 18 112' in relatively thin larninations within the soil. During the process of compactive grouting, it is not expected that the grout will flow readily through the soils, however, if there are either relatively loose areas or areas where the soils are more granular, the r City of Eagan May 19, 1986 Page Three grout will flow laterally out through the soils due to the pressure. The density or consistency of the soils is determined from the penetration resistance (N value), as indicated on the boring logs. Ground Water Information Ground water was not encountered at the boring location. It was a15o not encountered during our previous exploration, therefore, we judg? that the ground water level lies below the depth of -our exploration. The grou;i;i vj,-j;,;~r 1 evel shotal d be expected to f 1 uctuate both seasonal ly and annually. LA30RATORY TESTS Laboratory tests were performed on select samples of the fill material. The results of these tests are indicated opposite the samples tested on the boring logs. ENGINEERING REVIEW Site Meeting On April 10, 1986, we met with a representative of Tollefson 8uilders, Solidification, Inc. and the home owner. We walked throagh the house noting any cracks in tne upstairs or tne house prior to the grouting program and also observed the condition of the foundation walls and basement floor of the house. It was also discussed with the home owner that during the process of the pressure grouting it was conceivable that this process in itself could possibly cause some minor cracks to occur. Whether tnese cracks would have occurred with or without the grouting process, it is obviously not possible to predict. However, when the grouting process is complete, any related cracks were to be repaired by Tollefson Builders. The grouting contractor indica'ced t'riai: he would grout fro+n about the level of tne underlying till to ju;t below the footing level. Since the grout is under pressure, the grouting contractor did caution that as he approached the basement floor level, it is possible that the grout could raise the floor. To the best of our knowledge this did not occur. The grouting contractor wanted to raise the foundation of the house slightly to demonstrate that he had been successful in grouting the loose soils beneath the foundation. Site Visit During Grouting Program On April 22, 1986, we visited the site one day after the grouting program had commenced. The foreman for the grouting contractor indicated that the grouting pipe had gone down very easily througii the soils. We believe this to be a further iridication of the loose nature City of Eagan May 19, 1986 Page Four- of the fill that had been placed at the site. We were also informed that during the grouting process one of our previous drill holes which had not been filled Wltfl dirt in the winter had become filled Wltll grout, demonstrating that there was lateral movement of the grout in soine zones of the soil. They proceeded to fill the other soil boring hole adjacent to the house to minimize the use of grout for this purpose. We then discussed the placement of an additional grout hole so that our soil boring in effect could be located between two grout holes. To minimize damage to yard areas at the house, we selected the southeast corner of the house and requested that he place an additional penetration down out approximately 5' from the house. Conclusion The soil boring does indicate an improvement in the density of the soils, relative to the previous borings performed at the site. It is our opinion that foundations for this house in the area that has been grouted should undergo relatively little additional settlement, as a result of consolidation of the underlying soils. Assuming that the environment of the soils rernains relatively stable (precluding large rises in ground water level or the breaking or the sewer line causing P_t'OS10r1) we CdrlrlOt see any foreseeable change in the soil environment, relative to the life expectancy of the house. This does not mean that cracks may not develop in the plaster walls of this house at some future date due to moisture changes in the wood framing, stress cracks or otrier tiurmal behavior of wood framed houses beyond the effect of the foundations. FIELD EXPLORATION PROCEDURES Test Borings One standard penetration boring was put down on April 28, 1986, at the location indicated on the attached sketch. The surface elevation was referenced to the first floor of the building. For the purpose of this report, we established the first floor elevation to be 100.0'. Soil Sampling Soil sampling was performed in accordance with ASTM: D 1586-84. Using this procedure, a 2" O.D. split barrel sampler is driven into the soil by a 140 lb weight falling 30". After an initial set of 6", the number of blows required to drive the sampler an additional 12" is known as the penetration resistance or N value. The N value is an index of the re1a- density of cohesionless soils and the consistency of cohesive soils. City of Eagan May 19, 1986 Page Five - - Soil Classification As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM: D 2487-85 and 2488. Representative portions of the samples were then returned to the laboratory for further examination and for verification of the field classification. In addition, selected samples were submitted to a program laboratory tests. The log of the boring indicates the depth and identi- fication of the various strata, the N value, the laboratory test data water level information and pertinent information regarding the method of maintaining and advancing the drill hole is attached. Chart.s illus- trating the soil classification procedure, the"descriptive terminology and symbols used on the boring log are also attached. Samples We are transmitting to you under separate cover the soil samples obtained in this exploration. Contractor Provided Information Solidification, Inc. reported that they used 141 bags of Portlaiid ce;nent and 8 1/2 barrels of sodium silicate in the grouting process which amounts to about 6 cubic yards of grout. ' EXPLORATION LIMITATIONS The recommendations contained in this report represent our professional opinions. These opinions were arrived at in accordance with currently accepted engineering practices at this time and location. Other than this, no warranty is implied or intended. Very truly yours, Richard S. Dutcher, P.E. Principal Engineer Steven D. Koenes, P.E. RSD/SDK/kmt/40 Encs. City of Eagan May 19, 1986 Page Six Th i s report was prepared by: Richard S. Dutcher, P.E. Th i s report was revi ewed by: Steven D. Koenes, P.E. I hereby certify that this plan, SpeClfl• I horeby certify that this plan, specificalion, or report C8ti0fl, or repcrt was p.'@~'..~•f2a by me or wQs pr*par*d by me w under my dir,sct sunen'ision pnd thot I am a duly Registered Profecsionol tng+nePr under my di;ect sup-3rvision and that 13m a duly Re,is:--fE'.'1 r7fC`,-,,S!Gt;dl Eilgl'IEef "d_, t..~e aWs a{ typ State f Minnesota. , - ;;1@SG2. un e/ie ia~,ti. ef ' t =t:; o F t ~-g7EVEN D. KOENeS R! HA, L, S. i CFi=F? ~H k ~ 1 ~C? ReglshaHon No. 13180 Date (~-*o~ Re;gis;ration No. 8656 Proofread by: ~ FDRILLING AND SAMPLING SYMBOLS GENERAL NOTES TEST SYMBOLS SYMBOL DEFINITION SYMBOL DEFINITION HS,q 3 1/4" I.D. Hollow Stem Auger W Water Content -°,6 of Dry Wt. - ASTM D 2216 __.FA 4", 6" or 10" Diameter Flight AuRer D Dry Density - Pounds Per Cubic Foot ._.HA 2", 4` or 6" Hand AuRer LL, PL Liquid and Plastic Limit - ASTM D 4318 __DC 2112", a'', 5" or 6" Steel Drive CasinR Additional Insertio4 in Last Column _RC Size A. B, or N Rotary Casing PD Pipe Drill or Cleanout Tube Qu Unconfined Comp. Strength-psf • ASTM D 2166 CS Continuous Split Barrel Sampling Pq Penetrometer Reading - Tons/Square Foot DM DrillinR Mud Ts Torvane Reading - Tons/Square Foot IW IettinR Water G Specific Gravity - ASTM D 854 SB 2" O.D. Split Barrel Sample SL Shrinkage Limits - ASTM D 427 _L 2 112" or 3 112" O.D. SB Liner Sample OC Organic Content - Combustion Method _T 2" or 3" Thin VValled Tube Sample SP Swell Pressure - Tons/Square Foot 3TP 3" Thin Walled Tube (Pitcher Sampler) PS Percent Swell _TO 2" or 3" Thin Walled Tube (OsterberR Sampler) FS Free Sweli - Percent W Wash Sample pH Hydrogen lon Content, Meter Method B Bag Sample SC Sulfate Content - Parts/Million, same as mglL R Test Pit Sample CC Chloride Content - Parls/Million, same as mg/L _.Q BQ. NQ, or PQ Wireline System C. One Dimensional Consolidation - ASTM D"1435 _X AX, BX, or NX Double Tube Barrel Qc' Triaxial Compression CR Core RecovPry - Percent D.S.' Direct Shear - ASTM D 3080 NSR No Sample Recovered, clascification baced on action of K` Coefficient of Permeability - cm/sec drillinR equipment and!or material noted m drilling fluid D' Dispersion Test or on samnling bit. DH` Double Hydrometer - ASTM D 4221 NMR No Measurement Recorded, primarily due to presence MA" Partide Size Analysis - ASTM D 422 of cirillinR or coring tluid. R Laboratory Resistivity, in ohm - cm - ASTM G 57 E' Pressuremeter Deformation Modulus - TSF ~ Water Cevel Svmbol PM' Pressuremeter Test VS" Field Vane Shear - ASTM D 2573 IR' Infiltrometer Test • ASTM D 3385 RQD Rock Quality Designation - Percent ' See attached data sheet or graph WATER LEVEL Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In sand, the indicated levels may be considered reliable ground water levels. In clay soil, it may not be possible to determine the ground water level within the normal time required for test borings, except where lenses or layers of more pervious waterbearing soil are present. Even then, an extended period of time may be necessary to reach equilibrium. Therefore, the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the ground water table. Perched water refers to water above an impervious layer, thus impeded in reaching the water table. The available water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY CONSISTENCY Lamination Up to 112" thick stratum TERM "N" VALUE TERM Layer 112" to 6" thick stratum Very Loose 0-4 Soft Lens 1/2" to 6" discontinous stratum, pocket Loose 5-8 Medium Varved Alternating laminations of clay, silt and /or fine Medium Dense 9-15 Rather Stiff grained sand, or colors thereof Dense 16-30 Stiff Dry Powdery, no noticeable water Very Dense Over 30 Very Stiff Moist Below saturation Standard "N" Penetration: Blows Per Foot of a 140 Pound Hammer Wet Saturated, above liquid limit Falling 30 inches on a 2 inch OD Split WaterbearinR Pervious soii below water Barrel Sampier RELATIVE GRAVEL PROPORTIONS RELATIVE SIZES CONDITION TERM RANGE Boulder Over 12" Coarse Greined Soils A liitle gravel 2- 14°k Cobble 3" - 12" With gravel 15 - 49°k Gravel Coarse 3/4" - 3" Fine Grained Soils Fine #4 - 3/4" 15-29% + No. 200 A little gravel 2- 7% Sand 15•29% + No. 200 With gravel 8- 29°k Coarse #4 -#10 30% + No. 200 A little gravel 2- 14°k Medium #10 -#40 30°h + No. 200 With gravel 15 - 24°k Fine #40 -#200 30% + No. 200 Gravelly 16 - 49°h Silt & Clay -#200, Based on Piasticity SE-4 (84C) CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES ASTM Designation: D 2487 - ss SOIL ENGINEERING (Based on Unified Soil Classification System) Soil Classification Criteria tor Assigning Group Symbols and Group Names Using Laboratory Tests^ Grou e P Group Name Symbol Coarse-Grained Soils Gravels Clean Gravels CuZ4 and 15Cc53E GW Well graded gravelF More than SO% retained on More than 50% coarse Less than 5% finesc No. 200 sieve fraction retained on Cuw4 andlor 1>Ccs3E GP Poorly graded gravel` No. 4 sieve Gravels with Fines Fines classity as ML or MH GM Silry gravelF,c." More than 12% finesc Fines classify as CL or CH GC Clayey gravelF c." Sands Clean Sands Cu>6 and 1Lc Cc:s3E SW Well-graded sand' 50% or more of coarse Less than 5% fines° fraction passes No. Cu<6 and/or 1>Cc;,-3E SP Poorly graded sand' 4 sieve • Sands with Fines Fines classiry as Ml or MH SM Silry sandc"' More than 12% fines° Fines classify as CL or CH SC Clayey sandc.H.' Fine•Grained Soils Silts and Clays inorganic PI>7 and plots on or above CL Lean clayK.L•M 50% or more passes the Liquid limit less than 50 "A" lineJ No. 200 sieve PI<4 or plots below "A" ML SiItK.LM lineJ organic Liquid limit • oven dried <0 OL Organic clayK1"'"' .75 Liquid limit • not dried Organic siltK L ~'M.O Silts and Clays inorganic PI plots on or above "A" line CH Fat clayKC."' Liquid limit 50 or more PI plots below "A" line MH Elastic siltKL"' organic Liquid limit - oven dried <0.75 OH Organic clayK L"' P Liquid limit - not dried K L M O Organic silt ' ' Highly organic soils Primarily organic matter, dark in color. and organic odor PT Peat Fibric Peat 7P-67% Fibers Hemic Peat 33°k-67qo Fibers Sapric Peat < 33% Fibers ABased on the material passmg the 3in. (75-mm) sieve. E (D~z JIt Atterperg limits plot in hatched area. soil is a CL•ML. elf tield sample contained cobbles or bouldeB, Or both, edd Cu ~ D~ lD~~ Ct e p + D gilty Cley. "wrth cobbles or boulders. or both" to group name. IO ~ KIt soil contains 15 to 29°k plus No. 200. a0tl "with sand" cGravets with 5 to 12% fines require dual symbols: Flf soil contains>15% sand, a0d "with sand" to group or "with gravel." whichever is predominant. GW-GM well-graded gravel with sih name. LIt soil containsL30% Plus no. 200. Dretlominantly sand, GW-GC well-graded gravel with clay GII fines classify as Cl-ML. use dual symbol GC-GM, or atld "sandy" to to group name. GP-GM poorly graded gravel with silt SC•SM. MII soil containsLt30% plus No. 200. predominantly GP•GC poorly greded gravel with clay HII fines are organic, add "with organic tines" to group gravel, add "gravelly" to group name. p NP1~4 and plots on or above "A" line. Santls with 5 to 12% lines reQuire Oual symbols: name. SW-SM well-graded sand with silt I If soil contain5_:b15% gravel. add "with gravel" to 9roup 0 PI« or plots below "A" line. SW-SC wellyraded sand with clay name. PPI plots on or above "A" line. SP-SM poorly greded sand with sitt ~PI plots below line. SP-SC poorly graded sand with clay SIEVE AN4LY515 60 SCREEM - IN SIEVE M0. / ~ ~ ~ For clossification of fine- rained soils aaj 21v,1 ; v, e 'o zo ao eo ~+a oo an ine-qroine roctiono coarse-qrnined ~ / ~ H SO mis i a Equation of A -line ~~aj eo zo o Horizontal at PI-4 fo LL-25.5. z ~ ' I = o ~ then PI'0.73 (LL-20) x P ~ y i o~,-ISmm a 2 EQuotion of~U~-line 001, i 7 ~ a 60 '0 W - Vertital at LL=I6 to PI= I ¢ > then PI=0.9(LL-8) / G ~ r f' 3p = 00 60 Z V / 2.Smm V ~ ~ N / u u W Zo B0.naois A. 20 i00 Mfl ~R 01-1 i o' p I~ So ~o s ,'o o'~' ~.~o T- ML~+OL PARTICLE SIZE IN MILLIMETER$ 4- I C°- D ' 0~075' 200 <<' D o D„ o.of~3'S 6 00 10 16 20 30 40 SO 60 70 80 90 100 110 LIOUID LIMIT (LL) SE-1 (84C) , LOG OF TEST BORING JOB NO. 4eo00 86-506 VERTICAL SCALE 1" - 3' ~Q ING ~ PROJECT BRITTNEY StVtNTH ADDITION - SANITARY SE tR - OJtC~T - U t AN DEPTH DESCRIPTION OF MATERIAL SAMPLE LABORATORY TESTS IN GEOLOGIC L.L. FEET SURFACE ELEVATION 97. 1' ORIGIN N WL NO. TYPE W D p,L, Qu FILL, MIXTURt OF SILTY SAND AND FILL i,LAYEY SAND W/A LITTLt GRAVtL, brown 1 HSA 9 2 SB 8 3 SB 4 4 SB 12 12 112 FILL, MOSTLY GROUT, light gray 13 10 5 SB - FILL, MOSTLY SILTY SAND W/A 6 SB LITTLE GRAVtL, some clayey sand, possible traces of grout at about 1712' - 182', brown 5 7 SB 11 12 7 8 SB 8 9 SB 21 End of Boring WATER LEVEL MEASUREMENTS START 4-28-86 COMPLETE 4-28-86 SAMPLED CASING CAVE-IN WATER METHOD HSA 0' - 192' 3:4;1 DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL to 21' ,o None 4-28 4:00 21' None 13'-' to Kulhanek to P~;q CREW CHIEF twin citti+ testinq aF-, 9m.aI.a corporation SOIL BORING LOCATION PLAN . ~ N . . 110 BLOCK 1 G1 0 a 1 I I ~ I ~ i . O ao • •a ~ v ~~T•~~R 'w 1563 ~ ~ I I BLOCK 2 lL 0' yy~y??~ r• ~ I ~ i ? tp +•t ` SS~ \ ` T o' I~- ' S • ~ ~ - ~ ~ +Z ~ N I " I ~z ~ ~l In ~ / 4e75 ~ ~21 o a I ~ ~ BLOCK 1 ~ . I I ~ ~ . i ~ BLOCK 2 I1O SITE MAP . ~ L. L ATw~` M~S ~C~ 7 .B.M. EL.100.0' -.r c rn `j FIR3T FLOOR OF HOU3E { M/GN1J Pl~iit 0 S • i ` LEGEND: I A. .a 0 PREVIOUS BORING S E~ CORNER OF ' HOUSE ~r- ia NEW BORING M 3- GAS METE Ik 0-3 ' GAS- S 1 T E 3CALE: 1"=40' ~n I Q v N JOB NO. 4200 86-506 ~ NORTH ALE• 1"=4' ~ ttLjvn titv testinq • ( l-o+ q c . a) w_.:.. , . . twin citti+ Cestinq , corporation I 662 CROMWELL AVENUE ST PAUL, MN 55114 PHONE 612/645-3601 December 26, 1985 City of Eagan . 3830 Pilot Knob Road Eagan, MN 55123 , Attn: Mr. Tom Colbert, Director of Public Works Gentlemen: SUBJ: Report of Subsurface Exploration Program Brittany 7th Addition Sanitary Sewer , Eagan Project #84-T City of Eagan #4200 86-262 To facilitate a sanitary sewer to Winsor Court in the southeast area of Eagan, a deep cut was made between Sherwood Court and Winsor Court. Subsequently, residential, units have been built adjacent to the easements along the sewer line. Shortly after occupancy of the unit at 4869 Winsor Court, the owner complained of cracks developing in his foundation wall. The adjacent unit to the south at 4875 Winsor Court is presently under construction. You asked that we put down three soil borings to determine the subsurface conditions along the sewer excavation in the area of these two residential units. We were then to make a report as to the apparent density of the existing fill an-d what structural or changes could be made to the existing soils to minimize the potential for any ongoing settlement problems. ~ Three standard penetration borings were put down on December 17, 1985 at the locations iridicated on the attached sketch. The borings in the sewer excavation generally indicate relatively loose fill has been placed as determined from the penetration resistance (N value) indicated on the boring logs. Where the borings penetrated into the underlying natural soils, these soils consisted of a silty sand or clayey sand glacial till. At boring 1, the silty sand glacial till was encountered a 20 112' below grade and is dense. At boring 2, a clayey sand glacial till was encountered at a depth of 7' and is medium to rather stiff. AN EOUAL OPPOFiiUNITY EMPLOYER I J City of Eagan December 26, 1985 Page Two We understand that the specifications for placing the fill material around the 10" PVC sanitary sewer line called for a minimum density of 95% of ASTM: D698-78 (standard Proctor density). The linear density determinations in the fill indicate densities varying from 118 pcf to 123 pcf. No additional Proctor was performed on the fill samples. The standard Proctor performed during placement of the sanitary sewer was 131.2 pcf. This indicates percent compaction between 90% and 94%. It should also be noted that the moisture contents were between 12% and 15% which was above optimum for compacting these soils. The impact of the weight of the fill on itself is far greater than the impact of the house foundations on the fill. These fill materials do not appear to have been compacted to the desired density. The materials used in the fill is such that settlements should occur relatively soon after placement. If the soils had been more clayey in nature, a longer period of settlement could be expected. We therefore recommend that the foundation walls of the house be monitored over the next year to determine if additional settlement is going to be a problem. If during the course of these observations, the rate of settlement appears to be excessive or if enough cosmetic damage appears in such things as plaster board walls corrective measures can- be implemented relatively quickly. Since the houses are already resting on the site on either side of the excavation, the most practical means of eliminating settlement would be undertake a compactive grouting program. This normally entails putting down grout holes on approximately a 3' to 5' grid pattern and injecting grout under pressure into the soil. We douht there will be a great penetration laterally of the grout into these soils; however, grouting under pressure will compact the soils around the grout hole. This type of grouting method has been used successfully, not only to improve subgrade conditions such as encountered at this site, but to actually raise structures which have settled. We would like to note that some cracks may develop in the houses in the future. All cracks will not necessary be related to foundation settlement. Normally, foundation settlement cracks form roughly 45 degree lines in the wall. Vertical cracks, either in foundation walls or in the sheet rock, generally relate to either thermal or moisture changes in volume of the masonry or plaster materials, resulting in small stress cracks. This is very common, especially where large wall surfaces are suddenly interrupted by the intersection with a window. , City of Eagan , December 26, 1985 Page Three Commonly, a vertical crack may deVel'op above and below the window. The plaster cracks observed in the house at 4869 Winsor Court during our site visit did not necessarily appear to be related to possible • settlement of the foundation. Both cracks noted were along tape joints and may relate to taping problems. One crack appeared in the;first floor southwest corner with the other crack occurring in the second floor bedroom ceiling along the hip rafter running from southwest . towards the center of the house. As this rafter deflects, some stress would be put on the joint. This may have accounted for the crack along the intersection of the two sheet rock pieces forming the joint. The cost of trying to go through the type of investigation necessary to determine the exact cause of these cracks would most likely exceed the cost of any remedial repair work. These particular cracks mos't likely fall within the warranty the house contractor makes for his wo,rkman- ship. Soil sampling was performed in accordance with ASTM: D 1586-0. Using this procedure, a 2" O.D. split barrel sampler is driven into the soil by a 140 lb weight falling 30". After an initial set of 611, the number of blows required to drive the sampler an additional 12" is known as the penetration resistance or N value. The N value is an indez of the relative density of cohesionless soils and the consistency of iohesive soils. As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM:.D 2487-83 and 2488. Representative portions of the samples were then returned to the alboratory for futher examination and for verification of the field classification. In addition, selected samples were submitted to a program of laboratory tests. Logs of the borings indicating the depth and identification of the various strata,:the N value, the laboratory test data, water level information and pertinent information regarding the method of maintaining and advancing the drill holes are attached.. Charts illustrating the soil classification procedure, the descriptive terminology and symbols used on the boring logs are also attached. ~ { r , City of Eagan December 26, 1985 Page Four The recommendations contained in this report represent our professional opinions. These opinions were arrived at in accordance with currently accepted engineering practices at this time and location. Other than this, no warranty is implied or intended. Very truly yours I hereby certify tFiat tFiis plan, specifi= cation, or report was prepared by me or under rriy direct supervision and that I am R7Chard S. DutCher, P.E. a d!.iiy Re"isterer Professional Er,gineer Senior Project Engineer under th^ ?a'z o~ ~-1 ! 'ate cx ~~inneso~a. <~!(s,.s., ~ ~ R' C:--I AR C S. U UTCH Date._IZ-z~._ ReUistration No. 8656 Steven D. Koenes, P.E. RSD/SDK/rjr/46 Encs. I LOG OF TEST BORING .r ' 4200 86-262 „ , 1 JOB NO. VERTICAL SCALE 1 = 5 BORING NO. PROJECT BRITTANY 7TH ADDITION SANITARY StWtR - EAGAN PROJECT #84-T - C OEPTH DESCRIPTION OF MATERIAL SAMPLE LABORATORY TESTS IN i GEOLOGIC LL. FEET SURFACE ELEVATION 97.6 ORIGIN N WL NO. TYPE W D p ~ Qu FILL, MIXTURE OF CLAYtY SAND AND FILL 1 SB SILTY SAND, a little lean clay, 6 2 SB sandy lean clay and gravel, traces 3 SB of organic material, brown, some 5 4 SB brownish gray and a few traces of bl ack 6 5 SB 6 SB ~ i - 7 7 SB 15 118 ~ rr r. ; 4 8 SB 3 9 SB 3 10 SB 13 120 8 11 SB 13 122 202 9 12 SB SILTY SAND W/A LITTLE GRAVtL, a 13 SB few cobbles, brown mottled, moist, TILL , medium dense to dense, a few lenses 30 14 SB of sand (SM) ~ _ 26 15 SB 25 16 SB , , 21 17 S6 32 ! End of Boring ' i i WATER IEVEI MEASUREMENTS START 12-17-85 COMPLETE 12-17-85 DATE TIME SDEPTHD DEPITH DEPTH BAILEDDEPTHS `LEVEL METHOD HSA 0-292' . 11 :'-F5 ta 12-17 11:45 32` 291' 311, to ' None 12-17 12:00 32' None to ,o CREW CHIEF Brabender twin atY testinq corporation se-2me~s • • • LOG OF TEST BORING ~oa No. 4200 86-262 VERTICAL SCALE 1= 5' BORING NO. 2 ' PRO,lECT BRITTANY 7TH ADDITION SANITARY SEWER - EAGAN PROJECT 84T - DEPTH DESCRIPTION OF MATERIAL SAMPLE LABORATORY TESTS F ET SURFACE ELEVATION 95.8 GEOLOGIC LL. ORIGIN N WL NO. TYPE W D p L Qu FILL, MIXTURE OF SILTY SAND, CLAYEY FILL 1 HSA SAND AND SANDY LtAN CLAY W/A LITTLt GRAVEL, brown, frozen to 12' 5 2 SB 2 52 SANDY LEAN CLAY la t FILL OR* 3 SB LEAN CLAY, dark brown, rather stiff FINt 9 4 SB " 7 CL • CLAYtY SAND W/A LITTLE GRAVtL, TILL 10 5 SB brown mottled, rather stiff to medium to stiff-, lenses and layers of silty sand, a few 7 6 SB 1 ayers of sand,y 1 ean cl a.y, a few lenses of lean clay below about 12' (SC) 12 7 SB 16 16 8 SB . tnd of Boring *TOPSOIL TO FINt ALLUVIUM #1 - brownish gray, rather stiff (may be fi71) (CL) WATER LEVEL MEASUREMENTS START 12-17-85 COMPLETE 12-17-85 DATE TIME SDEPTHD DEPTH OEPTH BAILEDDEPTHS ,LEVEL METHOD HSA 0-14Z' ~3:30 ,o 12-17 3:30 16' 14-'', to Nonp 12-17 3:40 16' None to Nnnp ,o CREW CHIEF Brabender twtn atti+ testinq sE-2 mBYS corporatton LOG OF TEST BORING ` 4200 86-262 • f JOB NO. VERTICAL SCALE 1= 5' BORING NO. 3 PROJECT BRITTANY 7TH ADDITION SANITARY SEWtR - EAGAN PROJECT #84T - CITY F EAaN DEPTH DESCRIPTION OF MATERIAL SAMPLE LABORATORY TESTS IN 97.,~ ~ GEOLOGIC L.L. FEET SURFACE ELEVATION ORIGIN N WL NO. TYPE W D P.L. Qu ' FILL, MIXTURE OF SILTY SAND AND FILL 1 HSA CLAYEY SAND, a little sandy lean clay, lean clay and gravel, ' traces of wood below about 17', 3 2 S'g brown, some brownish gray and gray and a little black . 5 3 SB 15 118 5 4 SB 4 5 SB 5 6 SB 13 123 5 7 SB 5 8 SB 12 123 2c4,20~ 4 9 SB 22 End of Boring . WATER LEVEL MEASUREMENTS START 12-17-85 COMPLETE1G-17-H5 ATER DATE TIME SDEPTHD DCAS EP'TH DEPTH BAILEDDEPTHS L/EVEL METHOD HSA 0-192 ~s 2•10 to 1Z-17 2:10 22' 192' 10 Non 12-17 2:20 22' None to None ,o CREW CHIEF Brabender twin citY testinq se-2 (ns}s corporation ' GENERAL NOTES DRILLING AND SAMPLING SYMBOLS TEST SYMBOLS SYMBOL DEfINITION SYMBOI DEFINITION HSA 3 1l4" I.D. Hollow Stem Auger W Water Content of Dry Wt. - ASTM D 2216 _.FA 4", 6" or 10" Diamerer fliRht AuRer D Dry Density - Pounds Per Cubic Foot _.HA 2", 4" or 6" Hand AuRer LL, PL Liquid and Plastic Limit - ASTM D 4318 ._.DC 2112", a", 5" or 6" Steel Drive CasinR Additional Insertion6 in Last Column _.RC Size A. B. or N Rotary CasinR ' PD Pine Drill or Cleanout Tube Qu Unconfined Comp. Strength-psf - ASTM D 2166 CS Continuous Split Barrel SamnlinR Pq Penetrometer Reading - Tons/Square Foot Dn9 DrillinR Muci Ts Torvane Reading - Tons/Square Foot Iw JeninR Water G Specific Graviry - ASTM D 854 SB 2" O.D. Split Barrel Sample SL Shrinkage Limits - ASTM D 427 - _l 2 1/2" or 3 112" O.D. SB Liner Sample OC Organic Content - Combustion Method _T 2" or 3" Thin Walled Tube Sample SP Swell Pressure - Tons/Square Foot 3TP 3" Thin Walled Tube (Pitcher Sampler) PS Percent Swell _TO 2" or 3" Thin Walled Tube (OsterberR Sampler) FS Free Swell - Percent W Wash Sample pH Hydrogen lon Content, Meter Method B BaR Sample SC Sulfate Content - Parts/Million, same as mg/L P Test Pit Sample CC Chloride Content - PartslMillion, same as mg/L _.Q BQ. NQ, or PQ Wireline System C. One Dimensional Consolidation - ASTM D 2435 _X AX, BX, or NX Double Tube Barrel Qc' Triaxial Compression CR Core RecovPry - Percent D.S.' Direct Shear - ASTM D 3080 NSR No Sample Recovered, ciassification based on action of K' Coefficient of Permeability - cm/sec tirillinR equipment and/or material noted in drillinR fluid D! Dispersion Test qr on samplinR bit. DH' Double Hydrometer - ASTM D 4221 NMR No Meacurement Recorcled, primarily duP to presence MA' Particle Size Analysis - ASTM D 422 of cirillinF or coring fluid. R Laboratory Resistivity, in ohm - cm - ASTM G 57 E' Pressuremeter Deformation Modulus - 75F ~ VVater Level Symbol PM' Pressuremeter Test VS• Field Vane Shear - ASTM D 2573 IR' Infiltrometer Test - ASTM D 3385 RQD Rock Quality Designation - Percent ' See attached data sheet or graph WATER LEVEL Water levels shown on the boring logs are the levels measured in the borings at the time and under the conditions indicated. In sand, the indicated levels may be considered reliable ground water levels. In clay soil, it may not be possible to determine the ground water level within the normal time required for test borings, except where lenses or layers of more pervious waterbearing soil are present. Even then, an extended period of time may be necessary to reach equilibrium. Therefore, the position of the water level symbol for cohesive or mixed texture soils may not indicate the true level of the ground water tabie. Perched water refers to water above an impervious iayer, thus impeded in reaching the water table. The available water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY DENSITY CONSISTENCY Lamination Up to 112" thick stratum TERM "N" VALUE TERM Layer 1/2" to 6" thick stratum Very Loose 0-4 Soft Lens 1/2" to 6" discontinous stratum, pocket Loose . 5-8 Medium Varved Alternating laminations of clay, siit and /or fine Medium Dense 9•75 Rather Stiff grained sand, or colors thereof Dense 16-30 Stiff Dry Powdery, no noticeable water Very Dense Over 30 Very Stiff Moist Below saturation Standard "N" Peneiration: Blows Per Foot of a T40 Pound Hammer Wet Saturated, above liquid limit Falling 30 inches on a 2 inch OD Split Waterbearing Pervious soil below water Barrel Sampler RELATIVE GRAVFL PROPORTIONS RELATIVE SIZES CONDITION TERM RANGE Boulder Over 12" Coarse Greined Soils A little gravel 2- 14% Cobble 3" - 12" With gravel 15 - 49°h Gravel Coarse 3/4" - 3" Fine Grained Soils Fine ti4 - 3!4" 15•29% + No. 200 A little gravel 2- 7°6, Sand 15•29% + No. 200 With gravel 8- 29% Coarse #4 -#10 30°h + No. 200 A little grave! 2•14% Medium #10 -#40 30% + No. 200 With gravel 15 - 24°,6 Fine #40 -#200 30% + No. 200 Gravelly 16 - 49% Silt & Clay -#100, Based on Plasticity -CL.FcSSIFICATION OF SOILS FOR ENGINEERING PURPOSES ' ASTM Designation: 0 2487 - 83 SOIL ENGINEERING (Based on Unified Soil Classification System) - ' Soil classirication Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests"' Group Croup NameB Symbol Coarse-Grained Soils Gravels Clean Gravels Cu>4 and 15Cc53E GW Wen graded gravel° More than 50% retained on More than 50% coarse Less then 5% finesc No. 200 sieve haction retained on . Cu-cd and/or 1>Cc>3E GP Poorly graded gravelF No. 4 sieve Gravels with Fines Fines classify as ML or MH GM Silry gravelf c.~ More than 1296 finesc Fnes ciassi}y as CL or CH GC Clayey grevel° G-" Sands Clean Sands Cu>6 and 1sCc53E SW Well-graded sand' 5096 w more of coarse Less than 5% fines° fraction passes No. Cu-c6 and/or t>Cc>3E SP Poorly graded sandl 4 SiBVe Sands with Fines Fines Classify as ML or MH SM Silty sandc.N.' More than 12% fines° Fines elassify as CL or CH SC Clayey sandG Fine-Greined Soils SiKs and Clays inorganic PI>7 and plots on or abwe CL Lean cIay"LM 5046 or more passes the Liquid limit less than 50 "A" linei No. 200 sieve PI<4 or plots below "A" ML y^jftK.LM linej organic Liquid limit - oven dried <0.75 OL Organic clayK•LM.N Liquid limit • not dried Organic si1tl"-•M.o SiRs and Clays inorganic PI plots on or above "A" line CH Fat dayKLM Liquid limit 50 w more PI plots below "A" line MH Elastic sihK.1*.m organic Liquid limit • oven dried '0.75 OH Organic cla~ L.M P Liquid limit • not dried Organic siltKC.M.o Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat Fibric Peat >67X Fibers Hemic Peat 33%-67% Fibers Sapric Peat < 33% Fibers ABased on tne matenal passing tne 3-in. (7Smm) sieve. E (D~) 2 JIt AnerDeig limits plot m hatcned area. sod is a CL-ML. Blt field sampb tontained tobDles p poulders, a boM. Wd Cu - DCO 10r0 Cc D,o z DW silry clay. ' "with eoDbks or poulders, or poth" to group name. KI} soil contains 15 to 29% pius No 200. add "wiM san0" cGravels whh S to 12% hnes require dual symDOls: Fi} 661 cpntaina_15% sand. add "with ssnd" to proup a"with gravel," whichever is pretlominant. GWGM well-gratled gravel with aih namp. Lif soil ContainsL30% plus no. 200, preOOminandy sanA. GW-GC well-gratled grsvel witn clay GI} finee elmd as CL-ML, we dual y symbol GGGM, or add "sandy" to ro group name. OP-GM poorly graded gravel with silt sc-SM. MH soil containst30% plus No. 200, prodominamly GP-GC poorly greaed grevel with clay Hlf fines era organic, ndd "wiM aganic fines" to group gravel, add "graveliy" to group name. DSantls wrtn 5 to 12% finea rsQuiro tlual symbols: tinis. NPIL-4 and Dlots on a aDOVe "A" line. SW-SM well-graded sand with aitt '11 spil eontains>15% gravel, add "with gravel" to group OPI-c4 or plots below "A" line. SWSC well-graded sand with clay name. PPI ploM on or above "A" line. SP$M ppprty 9raded sanE wrtA tin oPI plots Delow ••A•• line. ' SP•SC poorly gra0ed sand with clay • SIEVF AN4LYSIS 60 I lCREEM-iw I =iEVE ro. ~ For clazsifieotion ot fine- rained soils ioo a x ~v~ ~-a n, 4 io zo .o co ~.o xoo 0 on ine-qroint ractiono coorte-qrnin N SO d Equotion ot A-line F. = eo xo W x Hpritontol at PI-4 fo LL'25.5. ~ = W then PI- 0.73 (LL-20) •p Q so .o - i~ EQuotion ot''-lint a W ~ Vtrtitol at LL-16 to PI=7 F ¢ ~ then PI-0.9(LL-8) z - 'JO / W 60 Z 2 V Dp- 2.sTT a < 20 ~ =o eo a d ~ (t MH OR OH il & o ~oo 10- so 10 o10r- MLoF+ OL PARTICLE 512E IN MILLIMETERS 4- ~ 0 ( C•. o.oi Cc' " ~o -s t 0 10 16 20 SO 40 SO 60 70 80 90 iOp It0 M M LIOUID LIMIT (LL) cc. ,oe~ I , ~ SOIL BORING LOCATION PLAN . ~ s I BLOCK 1 \ I ~ ~ 00 ~'p 9co . i a . 1 :A, . • d' I ~ I I B L O C K 2 v Iwooon?eCR f' 1 563 ~ • W^i~ ~N6 ~ o, ~12•s ~ I ~r, i O. 1 J r V~ • ? . ~ ~ ' • f ~ ~ ~ ` • m "i I ~ ~ <2~ 7i~'~i ~ i U1 N \ T• - \ IN O . r - . N ~ • J - ~ `'+p'o • 9ti M ~ I I of O f4875 ~ ~2~ (n s I ~ ~ 4 ~ BLOCK 1 ~ I I ~ Z . ; ~ ~ . , ~ ~ BLOCK 2 110 SITE MAP A~T.B.M. EL.1 00.0' ~ L: FIRST FLOOR OF HOUSE I~n, ~ LEGEND: 1 y y ca , ~ 'I yf ~ SOIL BORING ~ - • Mi , SITE SCALE: 1..-40 Q' ~4 ' . JOB NO. 4200 86-262 ~ ~ tunn citti+ testinq : co.oo.aoon 2005 RESIDENTIAL PLUMBING PERMIT APPLICATION , CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date I / Site Street Address Unit # Property Owner KAW-d Telephone #((p5j )(0~~ -~'7(Pa 1 Contractor p ~ 0 tiG-S Telephone #(IoSI ) 3(P6-I3H0 Address 3lo City. CLn State M 1q Zip 951a The Applicant is: _ Owner V Contractor _Other Alterations to existing dwelling $ 50.00 _ Add plumbing fixtures (excludes water softener and/or water heater--complete next section if installing these appliances). _Septic System Abandonment _Water Turnaround (add $125.00 if a 5/8" meter is required) . Other: Water Softener V"Water Heater $ 15.00 _ new ~ replacement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total . $ ( 5 56) I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required to be reviewed and approved. ~rf,5 ;i,,j L i l~ren o C~I~ ~ Applicant's Printed Name Applicant's Signature 0)~ n~:~rn5 i • ~ 77, ~~j-~0 2006 RESIDENTIAL BUILDING rExMiT ArPLicaTroN 3 City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 . Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reauirements RemodellRepair Reauirements Office$Use30nlv 3 registered site surveys showing sq. fL of lot, sq. ft. of house; and all roofed areas 2 copies of pian showing foo6ngs, beams, joists n<.:.....w...~ . y.R (20% maximum lot coverage allowed) 1 set of Energy Calculations for heated additions i'~ee;Pres;Plan R'ec', _ .~,.a,:F 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additions 8 decks Tree>Pres!Reguired':y:~w' . : . ~ 1 set of Energy Calculations Addrtion - indicate if on-site septic system 3 copies of Tree Preservation Plan if lot platted after 7/1193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Minnegasco mechanical ventilation form Date -7 / 1 /OFf Construction Cost Site Address qg(Q Of (1)in [,ta( o Unit/Ste # Description of Work Multi-Family Bldg _ Y~ N Fireplace(s) _ 0 _ 1 _ 2 Property Owner Telephone #((pS~l ) l(/t0 -70D Contractor CCYI 1'od~c1'1 (:~eI(U1G21 Address m 1 riP.huC?'l" l,v-L S• City W_apOkS State Zip ~ d CP Telephone # ((O/a ) ~a (TSS6 O COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv 1 Minnesota Rules 7672 Energy Code Category • Residentiai Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued o permit for a similar plan based on a master pl" _ Y _ N If yes, date and address of master plan: Ju 0 . 2008 ~ Licensed Plumber Telephone # ( Mechanical Contractor Telephone # ( ) Sewer/Water Contractor Telephone # ( ) I hereby apply for a Residential Building.Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan arid the State of MN Statutes,; 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. pplicant's Printed Name pplicant's Signature - - ~ For ;Otfice~IJse ~ • ~ Permit City of Eapn I ~ I Pertnit Fee: ~U I 3830 Pilot Knob Road ~ i Eagan MN 55122 ~ Date Received: ~ Phone: (651) 675-5675 i i Fax: (651) 675-5694 I Staff: - - 2008 RESIDENTIAL BUILDING PERMIT APPLICAT ~UG 27 2008 Date: u Ia~a 1Q? Site Address: VJ UY' Y Tenant: uC,L RESIDENT I OWNER Name: ClC.IF'Iwiii Phone: Address / City / Zip: q~~0~ CC~Ind~(1r CDIJ~ F&!~a, m~ S~~a a Applicant is: Owner _2L Contractor TYPE OF WORK Description of work: 'RC'.,SlaI+nC.f Construction Cost: _IQ • ~ 6 Multi-Family Building: (Yes / No ~ CONTRACTOR Name: ' ]CkX1 S2Y~c~t License#:aOI-IaDtpa Address: ~'~a~. m\ 11 ~(U~ ~ City: ~ l State: Mn Zip: ~5q6(0 Phone:lx1 Contact Person: n!-Q AdLL/nS COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 CateQOry 1 Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 Worksheet . New Energy Code Worksheet Category Submitted Submitted (4 Submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: ~ Phone: NOTE: "Plans and.supporting documents that you submif are~considered to be public<infor,mation.;,,Portions of the.informatiori`inay be'classified as nori=public if you pr,ovi,de.speci~c reasons that woul.d permit the City to - , - concluaie thatfheare trade`secrets: 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 apTA of plans. X x App icant's Printed Name ApplicanYs Signature Page 1 of 3 City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 4869 Windsor Ct Lot: 4 Block: 2 Addition: Brittany 7th PID:10- 15006- 040 -02 Use: Description: Sub Type: e - Furnace & Air Conditioner Work Type: New Description: Fumace & Air Conditioner Comments: Questions regarding electrical perm 952- 445 -2840. Fee Summary: Contractor: Standard Heating & Air Conditioning 130 Plymouth Ave. N Minneapolis MN 55411 (612) 824 -2656 ME - Permit Fee (Replacements) Surcharge -Fixed Total: Applicant/Permitee: Signature PERMIT City of Eaan - Applicant - equirements should be directed to Mark Anderson, State Electrical Inspector, $50.00 0801.4088 Owner: Richard A Dickinson 4869 Windsor Ct Eagan MN 55122 $50.50 Permit Type: Permit Number: Date Issued: Permit Category: $0.50 9001.2195 I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State Issued By: Signature Mechanical EA084344 07/15/2008 ePermit PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA159083 Date Issued:11/20/2019 Permit Category:ePermit Site Address: 4869 Windsor Ct Lot:4 Block: 2 Addition: Brittany 7th PID:10-15006-02-040 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard 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. Allow an 18" minimum radius clearance to the water meter from all appliances (i.e. furnace, water heater, water softener). 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 - Richard A Dickinson 4869 Windsor Ct Eagan MN 55122 (651) 688-7627 Alexander Plumbing Llc 1628 Cnty Hwy 10 Suite #34 Spring Lake Park MN 55432 (612) 750-3468 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA179596 Date Issued:10/12/2022 Permit Category:ePermit Site Address: 4869 Windsor Ct Lot:4 Block: 2 Addition: Brittany 7th PID:10-15006-02-040 Use: Description: Sub Type:Furnace Work Type:Replace Description: Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 9001.2195 $60.00 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 - Richard A & Connie J Dickinson 4869 Windsor Ct Saint Paul MN 55122--278 Haley Comfort Systems 3708 Broadway Ave N Rochester MN 55906 (507) 281-0138 Applicant/Permitee: Signature Issued By: Signature