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811 Promontory PlSTQ?'?S?N? ??f CITY OF EAGAN 7? ? 3830 Pilot ICnob Road, P.O. Box 21-199, Eagan, MN 55121 CQL 1- Tii PHaNE: 454-8100 BUILDING PERMIT Receipt # r ;": TACH f UECfitt SiteAddress •:1 prQWpWRY pL Lot Block y Sec/Suh. T?E '40C?-Ang Parcel No. W Name G? ?N ; Address 311 YRAMCRTORY PL ° City E:14h:•; Phone A 52_,0977 , o Name BO3 CEuATT 0.4 Address 31135 FA UllNt}ALE tL, #207 ? City Phone 463-4660 Name - Address Cfty - Phone I hereby acknowlege that I have read this a lication and state that the information is correct and agree ? comply ?th all app?ic?ble State of Minnesota Statutes and City of Ea n Ordinander?. ? 5ignature of Pertnitee I ' A Building Permit is issue(Lto: WB CaOAV. on the express condition tKat all work shall be done in accordance with all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. Building Official OFFICE USE ONLY Occupancy - Zoning _ IActualE Cons[ - Bldg. Permit Surcharge Plan Review sAC, citi SAC,MCWCC Water Conn Water Meter Acct. Deposit S,'W Permit S.'W Surcharge Treatment PI FEES (Albwab{e) - # of Stories Length ? ?'X-"* pepth rikdCk ib' "1 S.F. Total - S.F. FootpriMS - On Site Sewage - on Site well - MWCC System - City Water - PRV Required - Booster Pump - APPROVALS Planner - Council ? BIdg.Off. - Variance - 6k.00 2.00 Road Unit Park Ded. Copies TOTAL 66''?'~ Permit No. PertnH Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Date Inap. Comments Footings I . 2p h' ? DS Foundation Framing Roofing ,s f Rough Plbg. Rough Htg. Fireplace Fnal Htg. Final Pibg. Const. Meter Plbg. Mspector - Notify Plumber Engr./Plan Bidg. Final r? S Deck Ftg. Deck Final S weu ts. n- ? S RItic Pr. Disp. n02 S ? , -- . CASH RECEIPT • -??" ? ?. CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE I I -'" , 19 REceivEo cROM AMOUNT $ ? & - DOLLARS 'm ? CASH \t? CHECK ? FUND OBJECT AMOUNT - ? - ? -? ' - ;L. j Thank You BY na?:m nr wr,ite-aayers copv Yellpw-POStlng Copy Pink-File Copy CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 454-8100 BUILDING PERMIT Receipt # To be used for :"' i?HC/GAi? Est. Value $171,W0 Date ALUCtfST lii 3rj0n, 19 a?? SiteAddress 811 PL Lot ?' Block 4 Sec/Sub.TNE WWDLAEIC)8 Parcel No a Name Ciil;!Zl4C?£R BiTI1.11ER8. INC 3 Addl'BSS 307 HAPI.E !5LA,1:f`:? i'C? o City bLt."•ISV? LU Phone ,-_1756 a Name 0 ? ? Address ? City Phone ? yVjW W Name F _z., Address u W City Phone I hereby aCknowiedge that I have read this application and state that the information is correct and agree to compty with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Ffermittee = ABuilding Permit is issued to: C"AF11tiTGR B(JIWER$ v on jhe express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Buildfng ONicial ' OFFICE USE ONLY On SRe Sewape Occupancy R,3 M"1 MWCC System x Zoning R-i On Site Well (Actual) Canst V"fi City Water X (Atlowable) V-h PRV Required * oi Stories BOOSter Pump Length 72' Depth 44 ' S.F. Total Footprint S.F. APPROVALS FEES b30•OO Engr./Assess. Permit 8 .50 Planner Surcharge 415.00 Council Plan Revlew Bldg. Off. SAC, City 11010•00 Variance SAC, MWCC 550'00 WaterConn. 550.00 Water Meter 67•00 Road Unit 325.00 Treatment P1 204.00 Parks TOTAL 3,130.50 BLDG. PERMIT NO. ?%?.-??ll,d- ?? .1 ?! i T? 01-3210 ?-'Bidg. Permit 01-3422 Plan Check 01-3445 Surch./Adm. 01-3446 SAC/Adm. 01-2155 Surcharge 75-3860 ? Road Unit 20-2275S SAC 20-3865 Water Conn. 20-3868 Water Trmt. 20-3716 Water Meter 20-2252 Acct. Dep. 20-3713 Water Permit 20-3743 Sewer Permit 79-3866 Sewer Conn. 28-3855 Park Ded. ? TOTAL %1?1 t?, 45 0 r ? CASH RECEIPT ? CITY OF EAGAN 3830 PILOT KNOB RQAD EAGAN, MINNESOTA 55122 ? DATE 19 a RECENM ????? Q???1? • , ?- FROM AMOUNT $z) /3 C/ & DOLLARS iao ? CASH ? CHECK White-PaYefs CoPY Yellow-Posting Copy Pink-File Copy Thank You `__,?: ,,/'BY - CITY OF EAGAN , . 3830 Pilot knob Road P.O. Box 21-199 Eagan MN 55121 - , , , PHON E: 454-8100 , BUILDING PERMIT Receipt # To be used for Est. Value ?•? ? Date ,19 Site Address OFFIC E USE ONLY Lot Block Sec/Sub On SRe 5ewaye Occupancy ` . MWCC System Zoning .. ? Parcel No. On Site Well (Actusl) Const v_,! oc Name City Weter (Allowable) ?'-•` W = . Address ??+i PRV Required ik of Stories ? City Phone • ' `°?7 ?'? Booater Pump Length Depth °C ,o Name S.F. Total ? Q Address Footprint S.F. ? City Phone APPROVALS FEES ?? W W Name Engr./Assess. Permit _ z Address Planner Surcharge ` W City PhOne Council Plan Review Bldg. Off. SAG City ? . I hereby acknowledge that I have read this application and state that the Variance SAC, MWCC information is correct and agree to comply with all applicable State of Water Conn. Minnesota Statutes and City of Eagan Ordinances. Water Meter Signature of Permittee Road Unit A Building Permit is issued ta__ ' Treatment P1 ' • on t he express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Parks T Building Official TOTAL . . - Permit No. Permit Holder Date Telsphone it Plumbing H.V.AC. Electric ?J it ,-?4y?.? Softener Inspection Date Insp. Comments Footings I Footings II Foundation 6 1 Framing ?-5'3'8 !?? (i . ?c•..c?' =? .,,? , - ROOfing '4/8? ?/-) Rough Plbg. Rough Htg. isui. ..? c FirePlace Final Ntg. eY? Final Plbg. Bldg. Final l vl $" CertOcc. Temp. LP . p r, c Deck Ftg. Deck Final Well Pr. Disp. C G n/: F; Oea /- S' 4 «fiock ET 1a/`.1rf lya.el/s 1?t /Ci < 4Ke ge (gtrfi#iratt af COrruvanry titp of (leagan EPpaimPttY of Iltdbing lwPtflplt This Cerlifuate issuedpursuant to the requirements of Sectiorr 306 of the Unifonn Building Code certifying r/rat at the time of issuance this structure xns in conepliance with the mrious ordinances of tlie City reguJating building construcrion or use. For tke following.• use ckssifimdon SF DkGj'GAR mag. Penn;t No. 15459 oM-p.ncy Tym R3/41 Zoning o;atrcc Tya czmc 4'N o.?. ? e? `~` ALFtACtf'=2 H.ZT.;?"E'',S, It?' .? 307 MAF.r...r ?;i 4Ia %?iD, B' VII1F aiild;ng Add= 8 l) PRQ'i:i+Tm toc"ty 1,8, H4, aw: liOCEMER 14, 1 9?8 POST IN A CONSPICUOUS PLACE PERMIT t1 PLUMBING PERMIT RECEIPT 1i CITY OF EAGAN 3830 PILOT KN08 ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: PHONE: 454-8100 Site Address L Lot i_ Bloc ? Name ? Address c City ? Name _ 3 Address p City - FEES COMM/INO FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.OU STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES SIGNATURE OF FOR CIN OF EAGAN BLDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on Comm. Repair Olher RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 3- Bath Tubs - $3.00 Lavatory - $3.00 Q Shower - $100 - I KitChen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 ' Floor Drains - $1.50 LWater Heater - $1 50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $f.50 - ' FEE n ?- STATE S/C: ' GRAND TOTAL• r- PERMIT # ' 7 MECHANICAL PERMIT ?'` Q ' • RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: COI+ITRACT PRICE : PHONE: 454-8100 5ite Address Lot `Blo Sec/Sub cl BLDG. TYPE/ WORK DE ON ? Res. New ' Mult Add-on Name . ? L e \ '' ? ? ?? Comm. Repair V Address • ? • '? Other c City Phone ? _ FEES Name HVAC 0-100 M BTU - $24 00 RES ? c Address i L -51 1' t 6 ;?_A . . ADDITIONAL 50 M BTU - 6.00 ? Ciry L??'?_ Phone t:-]?,,:_ (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PEFirAIT) - 1 50 EA TYPE OF WORK . . COMM/IND FEE - 1% OF CONTRACT FEE Forced Air '' `• M BTU AP7 BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU REMODELS - 12_00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM R.._ , (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping Outleb # ? BEYOND $1,000) Other $ FEE: t' • • S/C: ' - SIGNATURE OF PERMITTEE TOTAL• FOR: CITY OF EAGAN CITY OF EAGAN 454-8100 DEPT. OF BUILDING INSPECTIONS Correction Notice ? Located at I have this day inspected fhis structure and these premises and have found the following violations of city codes governing same: When corrections have been made, please call 454-8100 for inspection Date wIG?- ,. Inspector Clty of Eagan DO NOT REMOVE THIS TAG CITY C= E/43AN Permit No: Date: ?t130 Pllot Knob Road Meter No: P.O. Box 21199 Size: Eagan, MN 55121 Reader No: Date: - Owner. Ghp.-Rr.ter Bldrs Site Address.S11 Prn,e..ntorv Pl avca j g R4 Thp t r .i 1 ,i Plumber Conn. Chg: 5;n _00nd Zoning: ry Acct Dep:_? 5 nn_ A No. of Units: 1 Permit Fee: nnnti Surcharge: _,, 5na I ayree to comply with the City of Eayan Tr. Plant_ Ordinances. Meter. . / Misc.: er WATER SERVICE PERMIT ' OF EAZiAN Permit No: FP11ot Knob Road Date: Meter No: Size: Box 27199 Reader No: in, MN 55121 ' Date: Site Conn. Chg: 5c?n L-4pj Acct Dep: Permit Fee: _ I n Surcharge: sopd Tr. Plant Meter. Zoning: _. No. of Units: I agree to comply with the City of Eagan Ordinances. WATER SERVICE PERMIT CITY OF EAGAN Permit No: Date: -?? 3830 Pilot Knob Road B/P No: 't'M 36667, Date: -?8 P.O. Box 21199 r ' Eagan, MN 55121 Owner. Site Address: ^ 11 '°ror? ' Plumber: CO? lege ?MWCC: 3SO.OL'}d City Chg: 1co• onpd Acct Dep: I Permit Fee: 10 . f ?i:? Surcharge: Zoning* FI No. of Units: ? I agree to comply with the City o1 Eagan Ordinances. By SEWER SERVICE PERMIT requas[ void/// 18 rtwnths from d D 2661 Renues[ ?ate Fire No. ff9icensed ElacVlcal Convactor ? Owner Sveet Address, Bo,?j or Poute No. t} I ?OAm p rOe ecuon o. TownshiD Name or No. Occuu??t (PPRINT) f ? Power $upUlier ? Ela/c?Vica/l Con[ractor ?I2Compa/n?y Namel r_7 Y /?/Y' ???// S"' `?' ?G ?u:?? eddrP?s ICOnVactor or Ownar M?kine 1SY/? _? ? ph-in, sVection ?Ready Now`Will Nobfv.lnsoec-uetl . ?Yes ?No ?or When Ready 1 heraby request insPection of above electrical work installed at: No. Atldress n Aut??zena IConvaclor,o'??'ner Mnking insiauauo?n I ? j /- - I '? / 3 d ' '`.?f? THIS INSPECTION NEQUEST WILL NOT MINNESOTA STATE BOAHD OF ELECTRICITY 0E ACCEPTED BY THE STATE 60ARD Griggs•Midwey 81dg. - Room N-791 UNlESS PROPER INSPECTION FEE IS 1821 Vnivarsitv Ava.. St. Vaul. MN SSlOA ENCLOSED. Phone (612) 642-0800 - CITY OF EAGAN • ? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Fieceipt # To be used for PORCH/DECK Est. Value $4, 000 Date_ N4 16317 `> /6: E 1989 Site Address Sl l PROMONTORY PL LOf -.8 BIOCk 4 SECiSUb. THE WOOT]T.ANDS Parcel No. W Name (:RF(: T.AN(.AN o Addr@SS- 811 PROMONTORV Pi. City F.AGAN PhonB 459-OA77 o Name BOB CROATT ?p Address 3035 EAGANDALE PL #207 ? City EAGAN Phone 463-4660 Name - Address Phone I hereby ackno?leglofrEag e read this ap lication and state that Ihe iniortnation isicorre o comply h all appl?c ble State of Minnesota.Sfatutes n O inaSignaNre of Permit- A 8uilding Permi[ is issued to: BOB CROATT on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY Occupancy - FEES Zoning - fAClual) Const - Bldg. Permit 64.00 (Allowable) - Surcharge 2.00 # ofStones Lengih Porch 13'-x-10' Plan Review Depih Deck 16' x-14' SAC, City S.F.TOtal - SAC,MCWCC S.F. Foolprints - On Site Sewage _ Waler Conn On Site Well _ Water Meler MWCC System - qccL Deposit Ciry Water _ PRV Required _ SIVJ Permit Booster Pump - SIW Surcharge Treatmenl PI APPROVALS Road Unit Planner - park Ded. Council - BIdg.Off. _ Copies Variance - TOTAL 66.00 CITY OF EAGAN o 3830 Pilot Knob Road, P.O. Box 27-199, Eagan, MN 55121 N- , ?. 1545 9 " PHO 4 8100 45 • P. ? ? ? + BUItDING PERMIT NE. Receipt# n10 To be used for SF DWG/GAR Est. Value $179,000 Date AUGUST 18 ,19 88 Site Address 811 PROMONTORY PL Lot 8 Block 4 Sec/Sub.THE WOODLANDS Parcel No m Name CHARA6TER B[IILDERS. INC w z Address 307 MAPLE ISLAN? RD o City BURN4V I.LE Phone 435-5756 ? Name_ .o ?a AddreSs ? CitY_ ? ww Name_ FW i? Address U? a w City _ I hereby acknowledge that I have reatl this intormation is correct and agree to i Minnesota Statutes and C'jfty of? OFFICE USE ONLY On Site Sewage _ Occupancy MWCC Syatem x Zoning On Site Well _ (Actuaq Const City Water X (Allowable) PRV Required - # of Stories Booster Pump - Length Depth S.F. Total Footprint S.F. APPROVAlS Engr.{Assess. Planner Council 81dg. Off. statethatihe Variance able State of Signature of Permittee A Building Permit is issued !o: CHARACT BUI ERS on the ezpress cond ition that all work shal I be dona in accordance with al I applicable State of.(M?l_nne?s,o?ta StaItutes and City of Eagan Ordinances. BuildingOfficial-ddtld[IL1t,A^j,`.J ?i 1 ? FEES Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn. Watar Meter Road Unit Treatment Pi Parks TO7AL R-3 M-1 R-1 V-N V-N 72' 44' 830.00 89.50 415.00 100.00 550.00 550.00 67.00 325.00 204.00 3,130.50 5/ee REQUEST FOR ELECTRICAL INSPECTION / See instructiens tor comoleling Ihis lorm on beck of Yellow copv. 2 G C 1 O "'X" Below Wyik -crered by Ihis Hequest v? AOO"ances W tretl fd neo. ryoe ot euiia?na Ran e Tempor Home 9 Linhtir EB-00?j001-06 W CommerciaI Bldy. Fumace "'-"- Industrial Bldg. Air Conditioner Bulk Milk Tenk Oth?r oeu v ?sm?cifv)) fa?m i .r Suecity iner 02her o mpute Inspec[ion Fee Below c. ? , p Fea ServiceEntrence5ize tt Fee Faxders/5ubf¢nde?s k Fee s ?ry> U to 200 Am s 0 to 30 Am s 00 :I.OJ ) 0 to 30 An, )s 37 to 100 A s Above 200 Amps Amps 31 to 1 ,. Swimming Pool ' Above 700_Amps Above 100-Am s ' . Irrigatwn Booms 0 Other Fee Pertial Transformers Speciallnspection S Signs TOTAL F y j0,4• Pemarks pou9h-in ( °? c Y (?S O I, Ihe Ele ica Inspectoq hereby ? cerliW thet the above Final ? ] }' ( ins0ection hes been ? ¢de. mb rapuest RESIDENTIAL BUII.DING Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsWCtion Reauiremen4s RemadeUReoairReauirements 3 regisrered sita surveys showing sq. R of rot sq, ft of house; and all roofed areas 2 capies af plan (20% manimum lot coverage allared) 7 set of Eneqy Calculations for healed addi6ons 2 copies of plan showing beam 8 window sizes; poured found desgn, etc. 1 site survey fir addNOns & decks 7 set of Energy Calculations Addifion - iridicate d onsBe sep6c system 3 copies of Tree PreservaUon PI2n H bt plaped after 7/7193 Rim Joist Oefail ODtions selectlon sheet (bldgs with 3 or less units o. oo ?--?? q Office Use OnN Cert afSurveyRecd _Y _N Tree Pres Plan Recd _ Y_ N Tree Pres Reqd _ Y_ N On-site Septic System _ Y_ N Date 09 / ZS / 2-003 ConstructionCost ta$,DOn SiteAddress g11 UniUSte k . ?a ,4 a Description of Wark [7 fl5EMENT i? u?S? ( ikDp 3A }3F, r" P? pp 7z" su qe{2 Jq.QO L{r x sr W ? Multi-Family Bldg _ Y__! N Fyreplace(s) _ 0 7. 1 _ 2 PropertyOwner Mpr'CC ° A£ni (QEOP-L- E Telep6oue#{ ) Contrac[or 2E o?0.8 i NC Address t?ls?-S Rov Vb 2h City A iv-lE State N? Kk Zip SS3L4 (o Telephone #(-7rn 7Sv 7'Pc7 ? L706 Sc.J EP 2Eit! ? /Z - V9` 2070 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesoh Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category , Residential Ventllation Category 1 Worksheet • New Energy Coda Worksheet (J submission type) Submitted Submitted . Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan fee applies. ? Licensed Plumber I1111t similar plan? _ Y Telephone #( Mechanical Contractor Sewer/Water Contractor Telephone # ( Telephone # ( N If so, 25% plan review o.a) I hereby apply for a Residential Building Pernut 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 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. ApplicanYs Printed Name Applican s Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) 0 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.) ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screenlgaze6o) ? 05 03-plex ? 11 10-plex ?c 19 Lower Level ? 24 Storm Damage 0 06 04-plex ? 12 12-plex Plbg_YOr_ N ? 25 Miscellaneous Work Types ? 30 Accessory Bldg ? 31 EM. Alt - Multi 0 33 Ext. Alt - SF ? 36 Multi Misc. ? 37 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair N", 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •Demolition (Entire Bidg) - Give PCA handout to applicant Valuation 4?e'7 Occupancy MC/ES System Census Code 5 L/ Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width _ Footings (new bldg) _ Footings (deck) _ Footings(addirion) _ Foundarion Drain Tile Roof Ice & Water Final v Framing ' Fireplace R.I. Air Test Final ?C Insulation REQUIRED INSPECTIONS FinaUC.O. FinaUNo C.O. Plwnbing FIVAC Other _ Pool _ Ftgs _ Air/Gas Tesu _ Final _ Siding Stucco Stone _ Windows (newlreplacement) _ Retaining Wall Approved By_I -1i , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ? G?? ?: ?(O / PLUMBING (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Please complete for: Single Family Dwellings Townhomes and Condos when permits are required for each unit Date ? 0 / / ? d x,l i # U ress Site Ad n t Property Owner Telephooe tt ( ) 1S-71-Os'r% Dr C Contractor ` " ?/9 -?o ? / fw ?- C ? Address 7 L V Cit / y U K te 4 ? AV Zi St S547 Tele hone # p a p The Applicant is _ Owner ? Contractor _ Other Septic System New _ Refurbished Submit 2 sets of pians and MPC license $ 100.00 Includes County fee. Additional consultant fees may apply. Alter,ations To Existing Dwelling Unit, Iocluding ft d h $ 50.00 ? Adding fi?ctures fo lower levels or room additions, excl water uding water so ener an eater _ Abandonment of septic system Water tumaround + 5!8" meter if needye?d -$12 00) p ? Ch.9-k Other. ' v' _ RPZ _ new installation _ repair _ rebuild $ 30.00 _ Lawn irrigation system - _ Water softener _ Water hea[er $ 15.00 _ replacement _ adddional u StateSurcnarge ? 0?T 1i 2203 IJ $ .50 Total 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 Ciry of Eagan and with the Plumbing Codes; 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 b iWccordance with the approved plan in the case of work which requires a review and approval of plan . J?? D ?rd5 .?? O Applicant's Printed Name Ap i t's Signature ? RESIDENTIAL BUILDING PERMIT APPLICATION Cj CITY OF EACAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681-4675 New Constructian Reauirements ..i "egisteretl site surveys shawing sq. ft. ofot, ,q. 't. of house; and 311 mofed areas [20°6 maximum lol eoverage aliowed) • 2.opses of plan shewing heam 3 windew sizes; poured (ound desiqn, ztc.) • 1 ;zt of cneryy Calcula6ons • 3 copies of Tree Preservation Ptan if loi alatted aRer 711193 . Rim Joist Detail Op6ons selection sheet btdgs with 3 or less uni[s) DATE -1- ( ) -cli _ Water Sof[ener Water Hcatcr \i of Baths SITEADDRESS a II 4_0r"cvnfr-?'y 010i7 cc MIJLTI-FAMILYBLDG_Y ?YPE OF WORK e776 - Ai ? fIREPLACE(5) _ 0_ 1 APPLICANT `-Clill">/C-91-3 t '' STREET ADDRESS CITY 2ISTAiE?"? TELEPHONE # CELL PHONE # FAX # ZIP ? PROPERTY OWNER TELEPHONE # ----------------------------------------------------------------- ----------------°----------.. COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ %1IN'VI:501':A RCI.CS 7670 C-1TN:GONF 1 Ml.A"\L•".SOT:A R['LES 767°_ submission type) • Residentiai Ventiiation Category i`NOrksheet Submitted • New Energy Code Worksheet Su-mittec • Energy Envelope Calculations Submitted Plumbing Contractor: Plumbing system includes: Mechanical Contractor: Mcchamical svstcin includes: Sewer/Water Controctor: Phone IF 200?. Fcc: ` ....................°...-------------------°....._...--•---------...-----------------°-------------------------°------ I hereby acknowledge that I have read this application, state that the informafion is correct, and agree to ccmply with all applicable State of Minnesota Statutes ond City of Eagan Ordinances. Slgnature of Appllcant OFFICE USE ONLY ? RemodellReuair Renuiraments • 2 coptes ot pian . 1 set al Energy Calculalions for heated additions . 1 vte survey'cr zztenor additions & decks • Indicate If home served by septic system for addi[icns " VALUATION 1-3i 357 Phone = Iawn Sprinkler No. of R.I. Batt ,D _ Air Condiuonin,; -- Heat Rccoccn' St's[citi ?N _ 2 Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 1/02 OFFICE USE ONLY ? 01 Foundation ? 07 DS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory 81tlg ? 02 SF Dweiling ? 08 06-plex ? 76 Fireplace ? 21 Porch (3-sea.) ? 31 Ext Alt - Muiti ? 03 Ot of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 MWti ? OS 03-plex ? 11 10-plez ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Q 37 New ? 35 Int tmprovement Q 38 Oemolish (tnterior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)` ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement `Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code Zoning Ciry Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const W idth REQUIRED INSPECTIONS _ Footings (new bldg) FinaL'C.O. _ Footings (deck) Final/No C.O. _ Foorings (addition) _ Plumbing Foundation HVAC Drain Tile Other Koof _ Ice & Wa[er _ F inal _ Pool _ Ftgs _ AirrGas Trsts _ Final _ Framing _ Siding Stucco _ Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insula[ion _ 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 , ' 1988 HOILDING PERMIT APPLSCATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 OF SQRVEYt 1 SET OF ENERGY CALCULATIONS NOTEs ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MOST DESIGNATE WHICH ADDRESS IS DESIAED. NO CHANGES WILL BE ALLOWED ONCE flUILD2NG PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL QNITS FOR SALE UNITS # OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITA HLDG. DEPT.t 1 SET OF ENERGY CALCULATIONS COIMERCZAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET' OF ENERGY CALCULATIONS A?0 AUG g 21? To Be Used For: )v Valuation: 1-40cc Date: 1 J Site Address J,"? ?rpr?:•;; `?r'y r??=e t Lot ? Block _Li Parcel/Sub -1W, WOO??, Owner 6tm%< C,r?o( (ay+i\Nn Address 1212 6M60 1:3Lle, L2v? City/Zip Code 6?a'1 Phone LYc'S.),-OV-) Contractor /,k" &Ult6, ?w(y Address 367 CIU1Pi -4b" City/Zip Code 1'l?.,r1, 5b-0 ' Phone ti 36- E-76 (- Areh./Engr. -Sd?wl &w k46(".MI Address -3137 ??4-62+e (JU?,?G11C7 City/Zip Code Qtf?yl, B'vN?6• &$t7'q) ? Phone # 693- 400 OFFICE USE ONLY On site sewage _ Oecupancy 9-3 M-i MWCC system ? Zoning 9- On site well _ Actual Const //? City water v Allowable PRV required S of stories Booster Pump _ _ Length ? Depth yy. ?3 S.F. Total Footprint S.F. APPROVALS FEES Engr/Assess Permit 0030 Planner Surcharge T9-3- Council Plan Review /S Bldg. OfP. SAC, City /DO Variance SAC, MWCC sso Water Conn SS"o Water Meter 47 Road Unit 3 zS Treatment P1 Z O y Parks Copies TOT6L Iv- .???..? ?- yo xl6 ? ? ?o 36x/y _ SDy 33? eya?oX 13 = S+ , IYXsG? soy ; yk z y ? 33G L(,r ?y9yk ys ? n?r -2 o. '?sx -2 v ? Z S' z ill-,y Szk?e _ i ys? / S3'2 a. y P = 4 ? . , i . 19 )z yb . ? 0 ) 3G o ?) 0 Sz9 ?7) r s r ENERGY REQUIREMENTS " Thie form to be compieted and aubmitted with building permit 2pplications EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION OWNER SITE ADORESS _ L-6T S EI.ocK U 7HE' W obDLqNZS CONTRACTORCNfiQjQG-jkq-L, RfJILpDATE PHONE Determine working square.footape of.each. , 1. Total exposed wall area ...... sq. ft. x.•11 2. Total roof/ceiling area sq. ft..x.•025-.,' Total exposed wa]1 area above floor =?,SQ(p • a. Total wall window area........................... b. Total door area ................... :............... c. Total slidfng glass door area ............ ............ d. Total fireplace wa11 area....... ......... . . e. Total wali framing area (average lOz)...:........ f. Total net wa]1 area above fioor ............ ...... g. Total rim Joist area .................. ._. ... ... Total exposed foundation area h. Total foupdation window area ..................... 1. Toal.net foundation area above grade............. Oetermine "U" value of each wall segment. a. 3 qD X 'U° ,. ? _ / • O b. / T X'U" C. J l; A•Up?.C?.? L? d. 30 xur p(a '/k, 00 e. X "U"?_ f. x •p" ,0¢ ?O 9• ?o X `U° h. x OV" i . / d 4, X ryl• ? (4- 3 .....................................Total a EE=3a If item #3 is the same as, or less than item 01. you have met the intent of SBC 6006(c)2. • Total exposed roof/ceiling area a J. Total skylight area ............................. k. Tota1 roof/cetltng framing area (average 10%)... Z 1. Total aet tnsulated roof/ceiling area.......,... Oetermine "U" value for each roofJceiting segment. J. C/-+ X NUM j J' ° vI ?V k.X"U• . 0 3_ Z6 1• X"U" r() 'L ? r 0 !7 4......... ..........................Tota1 ` ? If Lota1 of #4 is the saae as. or less than /2, you have met the lntent of SBC 6006(c)1. . Alternate Buildtng finelope Design • to utiiize the total envelope systeo method, the values estabtished 6y the sum of items 03 and #4 shall not be greater than'the sum of ltems 01 and #2 1. 4-??(?l? +2. 35^, 4-0 3. .7 . ) C) , J 3 + 4., `r ? . .1-fo • l? ; • r?ni.!, :;eC°r:oNs r`.15a, of opaque wall area Lor ..... . forame constzuction Construckion R-Ma2ue ? . . . i? , i film 6' . aiibr 2. 2 . ? • . 3. ?rwi.nches saft wood ? - _Sp f7 . U SIC ALL i S. Exterior air film : 0.17 ? Total. ? i n ` //. Zcl FIG. #1 f . ? FIG. 2 ? ; •,,? • .r.l? SFAC r eral . •_ '` • .?? •?p . 4 ?`10N '?'.' ' j1 p ? ",,? '?nn? ? n,•;, ? ? a1?lF ,' ,. II h>'i ed4A'? r b, L ? n :? • - U /?`.+.? ? y"'y3,3.H?y'i a . .* . T? S:V? ( ? - ? .i _ ? a? ? • ? fl?? "'t 6 ?-^ 7.{?. V IfI ? • O. ? 9 ? I ? 211 , .?'" e wa`v.?,?s?`?'?'%n. •X . ?.,r?t /I/: . ;:i • r? ? .05 1. 2. 3. ? 4. 5. 6. ? /G- d` :J /.??I ?' I ?^/ 1. interior air film 0.68 2. i , o ? 3. % " . 4 s- . sr ? NN' .?" 4rVP ? Qv,- 6. Exxerior air film 0,17 7bta1 /` = i I ? i ? I I ( i 1. Interior air film 0.68 ' z. ' 3, ?" S7 5/r1?? . C ? ? ? F 4: 6. Extesivr air film 0.17. f ?1 {VIA?L_ l ?w ? 7 .. ..?_w.. . WO .....:. .. - . ? .......w,-: _ ._ ,.!.,..-. : : .. ? ! .? . ? _, , . ..., :. ..?7 ; . . ,.,.y:,?,s. ??• ? ? Y . ?? r ??t J ki 5 ` . 4t?. ? ? j 5. R ( ? y ? '?Zy °:+:. ..? , . ?'}Ty,^• a..??' ? 1? ? - ? ? ?• ? k ? ? . ? {r, NO18t"?':Indicate tYrx+. "R" value, dcat'h end ` 'piACenent of insulation. - • . FW\HE WALL ' , - ROOF/CEILING anzr Vented fleat flow up £IG. AS . ... Const_ rll {Use for Item L) K-Value 1. Interior air film 0.61? 2. /z O . ? 3. 17,^? 2, d 4. Exterior air film (st 11 0• Total 1-7 (LG. FRAMING(Use for Item K) . 1. 2. 11 42 ( 3. 4 / . 5. Air Film 0.61 l.. xaterior air film 0.61 2. ' 3. 4. Exterior air film (still) 0.61 Total [Heat flow. ap ,• ven[ed_ FIG. A6 . ]. Insidc ai-t film • • 0.61 2. 3. 4. 5. Outside air. film 0.17 Total Nptas Uso a3ditional sheets if more cPece ia neected for dntails and calculations. Ftr,. }1 _ ...... .......... ? ' . Nest ' . flow up ? 1989 BDILDING PEBMIT APPLIC9TION - CTTY OF E9GAN S]INGLE FAMILY DWELLING3 16311 INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF EIdERGY CALCULATIONS NOTEs ADDRESSES FOR CORNER LOTS - CONTRACTOA/HOMEOflNBR M0.5T DESIGNATE FTHICH ADDRESS I3 DFSIRED. NO CHANGES SiILL BE ALLOWED ONCE BDII.DING PEAMIT IS I3StTED. M[TLTZPLE DWELLIHGS $ENT9L DNITS FOB SALE IIAITS • OF II9ITS INCLUDE 2 SETS OF PLANS, CERTIFZC9TE OF SIIAVEY - CHECg WITH HLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL 1 SET OF SPECZFICATIONS AND l To Be Used For: 1?E,-- ac_. Site Address Lot 6 Block 4-f Parcel/Sub '("kt WOUDLAhiD & STRUCTURAL PLANS, SET OF ENERGY CALCIILATIONS Valuation: 4/000 - Date; Owner L;I2EL? Address ??? r? ?J2_z City/Zip Code Phone Contracto?L?? Address *ti ZO?- City/Zip Code S?IZ,I Phone `" ?3'-4G?leC? Arch./Engr. Address City/Zip Code Phone # Occupancy Zoning Actual Const Allowable # of stories LengthDo,K Depth S.F. Total Footprint S.F. Po2cH i3'x'o' On site sewage_ On site well _ MWCC System _ City water _ PAV required _ Booster Pump _ aeeaovAC.s Planner _ Couneil Bldg. Off. Varianee Couneil FSE4 Bldg. Permit Sureharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Acet. Deposit S/W Permit S/W Sureharge Treatment P1. Road Unit Park Ded. Copies TOT9L by,vo 2,vo NOTE: Sewer & Water Permit fees and aacouat depoait feea will be ineluded in the building permit fee. Processiag time for setirer and water permits ia two days once a liaenaed plumber has applied for a permit at City Aall. ? .? VA?! PC, A/- H e 1 0 xr3= I?oK?o= aGvv o I ?.,i• I A D?t? _ ? ppv l- ? (o ? vyl C{o6o . ,, t . r w - 0 ? 0 0 ? 0 ? m N ? L \ 27.0? 5 39°27 10° E g <,9 C?tn\ \ \ ll? E 3A ??. 1 I\ O- rV BY ?-A? Date ??i? ?i-- EAGAN ENGINI:EAI1i, = DENO7ES PROPOSED SURFACE DRnINAGE O DENOTES IRON MONt1MENT SET SCALE i • DENOTESIRON MONUMEM FOUND PROPOSEO GARAGEI: %0000 OENOTES EXISTING ELEVATION PROPOSEO LOWEST I. (DODO) DENOTES PROPOSED ELEVATION PROPOSED TOP OF LWE HEREBV CERTIFYTO pHARACTE1i BUILDERS THAT THIS IS A TRUh REPRESENTATION OF A$URVEY OF THE BOUNDARIES OF: , ? . e Ti" ..,. nrn .n", - APFLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION ? M7PE: PAY94ETdf OF FM AT TIME OF ; nePLiCMoN ooes nrm cav- ; ; sizzvre neeswac, oe rUnux. ; . ; iNsrncriox oe stx.aR aan/OR vmTEx ; ; xnisrat.raxICUs wIIa. Nar EE scmurrn ; ; UrrrlL rERar xas aEEN arrxovm. ; Citv ......: .............................?. OF (zC7qCSP1 _ (PLEASE PRINP 1) PROPERTY ADDRE55: . L 7 IF EXIST2DIG STR[JCTq7RE, DATE OF ORIGINAL BUILDING PEZMIT ZSSC'ANCE: Nbnt Year PRESENT ZONING/PROPOSID USE: Q COhIIERCIAL/RETAIL/OFFICE Q ZNUC'STRIAL Q . I NSTI'IUTI ONAL/GOVERPIl&ENT ,J R-1 SINGLE FAMILY ? R-2 DLPLEX (Si4.o C'nits) II R-3 TON7N30L'SE (Three + i:nits) Q R-4 ApARTMENT/CODIDbMiNIL'M ( Units) ( . T-inits) 2) NAME: C'hurcic fnr lSu/ /rlP(? / ADDRESS: 4(, 11?al1 ?nR Q CITY. STATE, ZIP: 1) 6- Y1 Vi II e- 1I1 (\ . S S nxorE: y 3 5- S 7 5` Lc - Fcr City Os•> 3) ti:?: NAME: Pliunhers Lic?nse: ADDRE$S: Active ExplY2d CITY. STATE, ZIP: ?!?C Not recordec PHONE: S(? )- jG? ??- r7 C) -'-i MASTER LICENSE # St Initia 4) ?-k •.?a •,i??s NAME: ADDRESS: CITY, STATE, ZIP: PHONE: 5) s . o a CONNECTION 'IC) CITY SEMR F70ACONNECTION TO CITY WATER F] 0'IHER 6) 3 / ?rwl? **+*****??*********r.*.?*+*?+?**?********???***,U****+****«*******?+?*****???+**+*??***??**?*********, x * TfE GOLD COPY` OF 'IYE PERNffT WILL BE SIISP DIRE(.TLY TO PUffi,IC WDRKS 70 FACILITATE ME,TER PIQ{-UP. ' .*k PLE',ASE ALSAW 'IM FARKING DAYS FOR PROCESSING. SOMEONE FROM TM CITY WILL CONfACT YOU IF TfERE * ARE ANY PROBLEMS. : ?*x,t+k **rra ****? *?** ***x**,r?**???,t*?:??****,t*,t*?* ?***? **x*?**:,t*,t,et*+***t* **x??*w**t *t,k**+t,t**??a*,t***> FOR CITY USE ONLY . ` PERMIT # ISSUED Pd w/Bldg. Permit FEES: $ $ $ $ 7 'cl 0 $ $ $ ' $ S $ $ $ $ /S ?G D $ $ $ ?v SD , GrL' S $ S $ $ $ $ $ $ $ .? e 0 $ S $ SEWER PERMIT (INCLUDE SURCHARGE) WATER PERMIT (INCLODE SDRCHARGE) WATER METER/COPPERHORN/OLTSIDE READER WATER TAP (INCLUDE CORPORATION STOP) SEWER TAP . ACCOUNT DEPOSIT - SEWER ACCOONT DEPOSIT - WATER WAC SAC TRLNK WATER ASSESSMENT TRUNR SEWER ASSESSMEPIT LATERAL BENEFIT/TRDNK SEWER LATERAL BENEFITJTRUNR WATER WATER TF2EATMENT PLANT SURCAARGE OTHER: $_ I `f 7/ ' $ TOTAL 5;S" RECEIPT RECEIPT DOES DTILITY CONNECTION REQLIRE EXCAVATION IN PUBLIC RIGHT OF WAY? ? YES IF YES, THEN A"PERMIT FOR WORK WITHIN PUBLIC ? ROADWAY" MUST BE ISSUED BY THE ENGINEERING NO DIVISION. LIST AS A CONDITION. SOBJECT TO THE FOLLOWING CONflITIONS: APPROVED BY: ,,(?/_.?_?.?? ??•-z?,'?? TITLE: DATE: ' INSTANT TESTING COMPANY - ii 4000 BEAU D' RUE DRIVE ? CO EAGAN, MINNESOTA 55122 Phone 454-3544 FQR: Donaghue Ceristruction Rttention: Mr. Ter'r-y Dc,naghue Ilanaqhue Cctnstr-uctior+ N -0 'i a- If ,r^:t St C:rc,iv. Falls, W3 54024 TEST REPORT I WPLACE DENS E FY RRDJECT: Lot S Black 4 Wor3d2ands Fiddztian DATE TESTED: 30 August 1988 @ 4:0v REPaRTED: 6 September 1988 AIiTHQRIZEQ HY: custemer I-EsT NuMsERt LtICAF I tlN: DEPTF! BELQ4! 6f2AI?E: PRCICTGR CUF2VE NUhiHER: VISt3AL SDIL CLRSS: Y. MaIS7URE: £JPT I tiCtM MOZ STURE Y.: RELRFIVE M(7ISTUREi Y.: FIELD DENSITY, PCF: 3l-taNDRRtI h#AKIMUM DRY DEt+tSI TY , FCF: RELATFVE I3EHSITY, x: REQL1IFtED t4I1VI1MlIM: I NF1. ACE DENS I TY RCSi3t T.-'' northwest t;cause carner (curb grade) 12.5' 88-C3 i Sand & Cira+1e1 E3. 6 10.4 S 31 12?.4 i_2t,. 1 101 48 Pzj? Lt?? !?[.??' u?,( ?- ??, ,? c ct!? G.? / ?t?/ 5 ?L - 311 U/.1?? . IU6K? F:Et'!ARF;S: Test meets dezsi ty requi remer,t s. Rel a* i ve der,si ty ra=_?.It Gase-d cxn STF,NPAF;D Froctor. CNFIRJE LOUE 2-#306 + 0.5 -#6Cs2 {1obsite tirr?e) Ib - #6121 mileage CGP:ES TO: PiflRag}tU.E Construc"tinr. Signed?????0? - G. J. Kopacek Professional Engineer - fiegistration No. 7254 _. 'I," ,t T = INSTANT TESTING COMPANY 1 1?O 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FQR: Uonaghue Construction Fattentian; Mr. Terr{ Danaghue Donaghue Constrtzction 1V Star Rt St Croix Falls. WI 54024 TEST REPORT INPLACE flENSITY PROJEC7: Lot 9 Hlac{k 4 Woodlands Additinn SYATE TE5TED: 31 August 1988 @ 8:45 REPORTED: 6 September 1988 AUFHURIZED SY: custoR?er INPLACE DENSITY RESULTS FEST NUhlSER: 4 LQCATFQN: narthaJ_>st corner ofhause pad DEPTFi BELOW G2RDE: (curb) 10.5' PROCTER2 CUf2VE 1VUMBER: 88-02 VFSUAL 5QIL CLASS: Clay Loam Y. IMQISTURE: 8. 2 OPTIMt1M MOISTtJRE Y.: 10.8 RELATIVE MOI3TURE, Y_e 78 FIELD DENSETY, FCF: 130.4 5TANDRRD MAXIMUM DRY DEIVSITY, FCF: 121.4 RELRTIVE DEhFSITY, 7.: 107 REQUIRED MIAiIMUM: 98 FiEMARP;S: Tes*_ meets der.sity requirements. Rc-lative den=ity result based on STANUAF:D Proctcr. CHAR6c CtICE f-#3U6 + 0.5 -#bC%f (johsitE titne) ib - #612 mileage COPIES TO: IIonaghuse ConstrLictior: Signed 1 G. J. Kopacek Professional Engineer - Registration No. 7254 ?I T? ? INSTANT TESTING COMPANY 4000 BEAU D' RUE DRlVE EAGAN, MINNESOTA 55122 Phone 454-3544 FQR: Rar,agt,ue Canstruction Attention: Mr_ Terry bonaphue Dar:aghuE Construction hi St.ar F:t St C±fci>: Fdlist WF 54E324 TEST NUt'ESER: LOCAiIQNn DEFTH BELClW 6RRDE: {cur6S RROCTOR CURVE NUMBER: VISUf1t SOIL CLASS: 7. M4ZSTURE: OPTIhittt'1 MOFSTLIRE Y.: FtELRTFVE MOISTURE, Y.: FIELD DENSITYr PCF: STAhiDARD MAXZtNIPub DRY DENSITY, PCF: P.ELR7IVE DEtVSITY, Y.: kEQUIRED tMIt+lIt"ELlhl: TEST REPORT iNPLACE DENSITY PR0.7ECT: Lot 8 81ock 4 Woodlands Addition DATE TESFED; 31 Flugust 19$8 @ 10:30 ic 1:45 REPORTED: 6 September I988 ALJTHORIZEB SY: customEr INPLA£E DENSITY RESULT5 5 b northea=_t northeast cc;rner- of pad corner of pad 9.5' 6.5' Sa-G+2 Clay Loam 8.U 10.8 74 88-02 Clay Loam 14.0 10.8 }2,,` _ 4 117.5 122 1.4 1<£.4 i0Z 97 48 98 FtMHRi:S: Test #5 meets density requirer=.?erats, te=t #t6 low. Rc-lative density c-e=_uIt based cr: ST,P.PJDARD F'rocter. , CHAF:6E CODE 2 -#306 + 0.75 -#SCa1 (JGbSitEa time) 16 -#tSi2 mi 7 eaqe CQF1E5 7U: Uanaghue Constructian Signed xz ?e• G. J. Kopacek Professional Engineer - Registration No. 7254 - --?. ?I T - INSTANT TESTIMG COMPANY ? CO 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: Donaghue £csnstructian Attention: Mr. Terry Donaghue 4onaghue Ct3nstruction N St ar Rt St Crais: Falls, WI 54024 TEST NUhFHE32 = LOCRT I ON: DEPTH HELQW 6RADE: PROCi"OR CURVE IVUMHER: VYSUAL S{IIL CLRSS: Y MQISTL1kE: DPTINtIEM MOSSTURE X: RELATIVE MOFSTtFRE, Y.: FIELD DEiJSITY, PCF: STA#+lI3AkD MFiXIhkllh# IYfiY DEhf5FTY, PEF: RELATIVE DEhfSITY, Y.: i2EQUIRED MIhlICil.fM: TEST REPORT INPLACE DENSITY PROJEC7: Lot 8 Fllcsck 4 WQOdlands Additien DATE TE3FED: 2 Septembar 14$8 @ 4 REPORTED: b September 1988 AUTHC3RFZED Ht': customer NPLACE DENSITY FtESIlLTS 7 sauth cc,rner rear taouse 2ine 4.5` below fcsc:ting Ievel 88-02 Clay Lcam 12. 5 !C>.9 116 129.6 121.4 106 98 REh;ARt:5: TESt meets den=_ity :^equirc-ments. Relative density re=utt based on STRtJLtA4D F'roctor. C4ARGE CODE 1-#306 + 0.5 -#bU! t.iobsite tir,c) 16 - #6i-2 tr?ileaqE G'C1s='IES TL: Dcsnaghue CcrFSt>uctiore Signed '? !"'? J / ° ?. C/r?%' G. J. Kopacek Professional Engineer - Registration No. 7254 I ? _ INSTANT TESTING COMPANY `? CO 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: Donaghue Canstruction TEST REPORT tNPLacE DENSITY PROJECT: Lot 8 B2oc{: 4 Woodlands P.dditicn Attentian: Mr. Terry Donaghue DATE TESTED: 2 September 1989 Donaghue Construction Cn 2:30 Cd Star kt REPORTED: b Septerrcber 1988 St Croi>; Falls, WI 54024 AUTHURIZED BY: customer IIVPLREE DENSITY RE5ULFS TEST NUMHER: 8 LOCAT I at+i: DEPTH HELQW 6RADE: PROCTQR CURVE NUMSEt2: VISUAL SQIL CLASS: Y. MOISTLl12E: OPTIMUM MOISTURE Y.: RELAT I VE IqQ F SFLIRE , Y.: FIELD DENSITY, PCF: STANBARD MAl(IMUhI DRY DEhlSFTY, PCF: FtELATIVE DEhlSITY, Y.: REQiIIRED MINFMU3M: north side rear hou=e line Z' 6elow faatir.g level B$-G'2 Clay Loam - 9.3 lO.S 86 1'?2. 8 f22.4 101 98 kEhiFtRP:S: Te=_t meets densitv requirements. Relative dEnsity result Gased on STAPlDRRL' F'roctar. CNS;RGE CLDE 2-#306 ± 0.5 -#SO1 (3Qbsite t;me) 16 - #b12 mileage CC3?:'iES Trj: Donaqhue E:onstructicn Signed G. J. Kopacek Professional Engineer - Registration No. 7254 -_v,. INSTANT TESTING COMPANY 1 1 4000 BEAU D' RUE DRNE CO EAGAN, MINNESOTA 55122 Phone 4543544 FaR_ Bonaghue Eonstruction RttentioR: Mr. Terry Donaghue Danaghiee Cernstrueticir: hl Star Rt St Croi>: Falls, WI 54024 TEST REPORT INPLACE DENSITY PROJECT: Lat 8 PIac4: 4 Hkoad 3 a^d s Rdd : * i¢n I}ATE FESTED: 2 5eptember 1988 @ 4:45 REPORFED: b September 1488 AUTHOREZED HY: customer I NPLACE I3EDF3I TY RESLlLT3 TESF NIIhtSER: 4 LaCRTION: rear house Iine center af pad i?EPTI-! BELdW fs`}2ADE: f csot i ng 1 Evei Pt2{CTOR CURVE tJi1MIiER: 88-02 VI5UAL SOiL CLASS: Clay Loam Y. MQISFLIRE: 13_ 4 {lPTIMlJM MOISTURE Y.= 10.8 RELATIVE MDIS7URE, Y.: 124 FIELD DENSITY, PCFn 117.5 STRhfDARD tMAXIMIlM DRY DEPlSITY, PCF: 121.4 kELRTIVE DEhlSITY, Y.: 97 REQtlIF2ED h!I#JIF1[JM: 45 REMARKS: 7est meets densi*_y reauirements. ReiGtive density re=ult 6a=ed on STA!vDAF.I} Frcctar _ CHARrsE CLiBc 1 -#306 +0,5 -#b:%i (joGsite time) ib - *61? mileaqe COFIES TCi: Uonaghue iuRStfLiCtTDii Signed G. J. Kopacek Professionai Engineer - Registration No. 7254 - --°?r Geotechnical Services ,4L,LIED TEST DRIL.L.ING COMPANY Commercial, Residentia( qppp geau DRue Drive, Eagan, MN 55122 (6I2) 452-6923 A D Municipai, DHUD ? SUBSURFACE SOIL INVESTIGATION FOR EXI&TING SINGLE FAMILY RESIDENCE Lot 8 Block 4 Woodland Addition Eagan, Minnesota 8 May 1989 Project 811P INTRODUCTION This report summarizes the findings of a subsurface soil investigation completed by Allied Test Drilling Com- pany for an existing residential structure. Location of the home is on a residential lat located a*. 811 Promontory Place. A legal description is as per the above title block. The structure is evidencing foundation failure in ? its northwest portion. Said work was performed for various concerned parties, including the homeowner. Two soil borings were performed within the project area to establish soil profiles, water table elevations, inplace soil compaction and other information. In addi- tion, moisture content tests were run upon selected soil samples, topographic data was taken, and available con- . struction records with respect to site engineering were consulted. From this data, recommendations are developed ? for various site correction alternatives. SITE OBSERVATIONS The site is located as noted above, in an area of Eagan that has been recently developed. A new residence 811P -2- exists here, of two-story full basement walk-out design ? configuration. The rear of the lot evidences a consider- able amount of fill, upwards of 28.5' as measured verti- cally from walk-out grade to lowest toe of slope. From toe of slope, land continues to drop to a small pond a few hundred feet away. This pond is at the end of a ravine that appears to have once run along the west side of the residence. Several larger trees are noted to have had fill placed at their bases. This fill is noticeably sloughing downslope as evidenced by voids on the downslope side of these trees, several of which are tipping. In addition, cracks are occurring in the fill near the residence, at ? walk-out grade±. There is some surface failure on the face of the fiill, which has a slope nearly as steep as 1.5:1. Otherwise, it is well protected and stabilized. The structure has settled somewhat at its northwest corner, where a room protrudes 6' outward from the normal rear building line. It is at this point where fill is the deepest; the above mentioned ravine once probably ran just a few feet to the west. Large cracks are evident in the foundation wall all along the north line of this protrud- ing room, and along a portion of the west watl. The mast severe cracking and settlement is in the northwest corner. The residence wae constructed in late 1988. A check of records of Instant Testing Company indicates that no ? soil borings were perfiormed prior to building construction 811P -3- 0 or site correction. An inspection of the site on 25 August 1988 indicates that topsoil and vegetation had been re- moved, and that oversizing was proper. It was noted that most of the site would be in cut, but upwards of 7' of fill would be required on the west side and below the ga- rage. Obviously, the situation as it stands now with re- spect to anticipated fill height does not correlate with present observations. At that time, standard proctor tests of fill material were performed. This fill material was a clay loam, with an optimum moisture content of 10 to 11 percent. Between 25 August and 2 September 1988 nine inplace density tests of completed fill were performed. The deepest test, as- ? sumed to be on the first 2'± of fill, was 12.5' below curb level. This would be, very roughly, at elevation 95.5 (see subsequent sectiens for elevation reference). Three tests, including a reLes: at the lowest level, were lower than usually required compaction levels (see "Conclusions and Recommendations", IV.3. for usual filt compaction specifi- cations). The remainder passed. When density tests were ha7ted, fill was apparently at planned foundation grades. Some testimony was received onsite that, after site correction, but before foundation construction, the floor layout of the proposed residence was "flipped". That is, the garage was moved to the east, and the above noted pro- ? truding room, once at the northeast corner, was placed at the northwest corner. There is no record of additional 811P -4- ? site correction work as a result of this change. This tes- timony should be confirmed before any reliance is made thereon. BORING LOCATIONS AND ELEVATIONS After review of the above data, examination of the problem, and gathering of topographic data, two boring lo- cations were chosen by Allied 7est Drilling Company, The borings were located as close to the house as possible, slightly angled into the building pad. These borings were placed to obtain samples representative of the area where the problem is occurring, and, for contrast, in an area that does not show damage at this time. 0 Refer to the drawing attached to this report for bor- ing locations. This drawing also contains key topographic data. Ground surface elevation at each boring location and at key topographic points was determined and referenced to top of the existing foundation at walk-out level. This temporary reference point was assigned an arbitrary refer- ence elevation of 100.00. FIELD INVESTIGATION 7he borings were accomplished using the hand auger (HA) method of invest;gation. Refer to the attachment (color-coded blue) for a description of this procedure. ? Also contained on this attachment are descriptions of methods of sofl c7assiFication and groundwater measure- 811P • -5- ment. The hand auger method was chosen because of access difficulty. Soil sta6ility was.estimated by an onsite Soils Engineer based upon drilling difficulty, feel of soil samples, etc. SOIL BORING RESULTS Attached is a log for each of the borings together with a key explaining terms and entries. The depth of in- dividual layers of soil may vary somewhat from those indi- cated on the log due to the inexact nature of auger sam- pling and the occurrence of transition between soil layers. Boring 1 evidences some loose sand to 2' of depth and soft over-moist (almost saturated) clay loam below. At 4' ? this material begins to stabilize. At 5', the material ap- pears firm. Boring 2 indicates entirely clay 1oam, firm. All material encountered is fill as evidenced by a mixed nature of this soil. Significant deposits of organic soils are not present below surface levels, but some of the fill soil has thin organic inclusions. Both borings were terminated earlier than planned due to refusals, probably large cobbles or bou7ders. Several attempts were made to complete Boring 7. By comparison of etevations, the fooLing in the northwest corner of the residence rests partially on the soft soil encountered in Boring 1. Footings for a proposed . deck to the east may rest upon more stable soil. As the borings were terminated before naturally oc- _ -? 811P ? -6- inconclusive on their own merits for the purpose. However, since no alternatives were available, this data together with topographic information and construction records will have to be used for analysis. Groundwater was not directly evidenced in the bor- ings. However, when checked a few days later, some of the earlier refusal bore holes were found to have groundwater within a few feet of surface. This could be due to entrap- ments of naturally occuring water in the building pxd area, or to a water line leak in the residence. However, it is again cautioned, as explained in the attachment, that groundwater levels can vary. Indicated ? results are for the time of testing only. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon interpreted results of boring lcgs and other data. If, during corrective procedures, soils of different patterns or descriptions are encountered, the Soils Engi- neer should be contacted for possibly revised recommenda- tions (see the following "Limitations of Investigation"). The presence of very weak fill soils near footing level in the vicinity of the northwest corner is obviously the cause ef the settlement. This could possibly be wors- ened by iradequate oversizing of this fill. Boring 2 would ? indicate that the trouble is confined to the northwest cerner. Unfortunately, it could not be determined if the final amount of fill in the corner, about 4', is of ade- ? 811P -7- quate quality, and whether or not original topsoil was re- moved in this vicinity. In all likelihood, this settlement will continue to occur although at a diminishing rate, with increasing structural damage as time goes on. To correct the problem, four different alternatives are hereby offered. They in- clude: (I) "Do Nothing" (II) Soil Sclidification and Densificatior (ISI) Piling and Structural Support (IV) Soil Excavation and Replacement Other alternatives using this and possibly additional dats may be explored by persons qualified to perform roundatien correction. The following sections expand upon the given alternatives to the best e>:tent possibl2 giver the results of this investigation and the expertise of Allied Test 6rilling ComNar,y in the respective areas. I "DC' NOTHIIJG" Zn any si±uation, an alternative would be "Do Noth- ing". But, as indicated above, this would likely result in additional damage. This alternative shoutd be rejected. II SOIL SOLIDIrICATION The process of soil solidification is a method often used successfully to correct failing foundations or to in- crease strength of sub-foundation soils. The procedure in- . volves penetration of the weak soil beneath foundations and cementing soil particles together with a reactive mix- 811P • -8- ture such as calcium chloride and sodium silicate. This results in either a more solid.sub-foundation soil by vir- tue of the cementation process or a sort of vertical soil solidified retaining wall. Afterwards, a soil slurry is pumped into areas below footings which densifies founda- tion soil and actually raises footings to desired levels. Once the structure is stabilized, the Owner can perform repairs on the structure. To fully explore this alternative and estimate costs involved, a company regularly engaged in such services should be contacted and provided a copy of this report. III PILING AND STRUCTURAL SUPPORT ? Another alternative method of stabilizing foundations may be to drive piling and construct grade beams for structural support of foundations. Foundation bearing piles are traditionally used to carry heavy loads to deeper, higher strength soils. They most often are used under bridge abutments, or in areas which have extensive deposits of weak soils. Such piling may be of various design'and composition, such as wood, concrete, steel, composite, etc. Foundation piling obtains strength from end bearing and from side friction along length of individual members. Actual strength, dependent on many factors, is determined • during the driving process taking into account such items as weight of pile, energy of the piledriver, penetration of the pile per impact of the driver, and other factors. 811P • -9- In this case, piles probably would be driven at reasonable intervals around the entire perimeter of the house. Grade beams would be run under the structure and possibly between piles to fully support the house and thus stabilize the foundations and s1ab. Once stabilized, the structural repairs can commence. Piles should not be con- fined to areas onlv where settlinq aroblems and weak soils were evidenced. This is because piling is extremely rigid; normal settlements on the south side of the residence would then become a problem. Piling is usually an expensive process, more suitable for heavier and highly valuabTe structures (eg, bridges), ? and usually is economical only where unsuitable soils are extremely deep (eg, more than 50 feet). If it is desired to investigate this aiternative further, a company regu- larly engaged in this type of work should be contactsd for an estimate. This may further involve the services of a structural engineer to design grade beams. Also, much deeper test borings (50'+)would be necessary to evaluate bearing soils throughout pile penetration depths. If this alternative is to be seriously considered, the office of Allied Test Drilling Company should be contacted for further testing and recommendations. IV SITE EXCAVATION AND REPLACEMENT This method involves temporarily stabilizing the • structure and excavation below footing levels. It may involve destruction of a portion of the lower level if 811P -10- 0 this also cannot be temporarily stabilized. In the area of settlement, an excavation should be performed to remove extremely weak soils, oversizing this excavation, and replacing them with a we11-graded compacted loamy sand. It is not recommended to drop footings deeper. This is because testing could not be performed very deep. Dropping footings deeper would bring them closer ta untested zones. Also, a high footing wall, if constructed of cement block, functions poorly as a retaining wall (for inside soils below slab level) and could fail in this regard unless it is structurally designed by a Professional Engineer. This alternative will involve an excavation to a depth of approximately 5 feet (to elev 92+) at the northwest corner, until firm soils are encountered. This excavation should be followed along the residence until firm soils reach foundation levels. It should also be followed downslope also to assure that the 1:1 oversizing requirement is met. This oversizing should be computed from walk-out arade level, not edge of the walk-out foot- ing, as cement block footing walls do not function we17 as retaining walls to support interior fill. As a protective measure, additional landscaping fill should be placed until the final surface slopes 2:1. A full set of recommendations are presented beTow for utilization of this alternative. To estimate price of this method, contractors qualified in the area of working under . such conditions and in the field of excavation and embanh- S17P -11- 0 ment construction under these conditions should be con- tacted. The disadvantage of this method is difficutty asso- ciated with compacting fi11 beneath an existing structure or the destruction of a portion of the existing foundation and slab to effect correction. Also, in this case, soils have not been fully evaluated to base of fi17 and into basal soil. 1. Foundations: For purposes of propased construction, foundations must rest upon mineral (non-organic) soils of adequate bearing value. Normally, an allowable foundation bear- . ing pressure of 1800 pounds per square foot (psf) is proper for a single family residence. Soils should be removed to the depth as outlined above, following out the unsuitable zone along the building wall and downs'ope until it dissipates or disappears beyond building pad oversizing. Fill should be constructed as per the "Fill Place- ment" section following. Especially important is the 1:1 oversizing requirement. Any soil loosened in the excavation process should tre thoroughly recompacted. Using this procedure, an allowable foundation bear- ing capacity of 1800 psf can be achieved. If any other footing arrangements or alternatives . are considered, or if soils of a substantia7ly differ- ent nature are discovered, the office of Allied Test Si7P -12- • Drilling Company should be contacted for possibly re- vised recommendations. 2. Fill Placement: Fill material, as required, should be granular, free of debris, boulders and organic material. Non-granular material may be used, but its workability is somewhat limited, especially in cold or wet weather. Fill should be placed and compacted in a manner that will aiiow complete compaction of the total fill layer to 95% of standard maximum density according to ASTM D 698 in the building pad area. Required compaction should be in- creased to 98% for fili ievels 5 feet and deeper be7ow grade. • A soil compaction test should be conducted for every two feet of fill in appropriate segments of area. Top of fi77 should extend at least one foot horizon- tally beyond the structure pad or footing limits. The fill surface may then extend downward and outward on a 1:1 slope to competent soil. Additional landscaping material should be placed so that the final slope is 2:1. This slope should be well stabilized. - 3. Inspections: The Soils Engineer or his representative should in- spect excavations prior to placement of any construc- tion material, conduct a program of density testing up- on completed fill, and may further recammend a testing • schedule for possibly other material. S1tP -13- 4. Deck Footinqs: Regarding proposed deck in the vicinity of Boring 2 and east, it appears that this construction can take place with good confidence in placing footings upon stable soii, with minimal risk af sett7ement. This is because it appears to be in an area where fill has been adequately placed and compacted, because Boring 2 showed good results, and because decks bear relatively little weight. There may be some risk other than settling, how- ever. The westmost edge of the deck is in an area where soil cracking is occuring (soiTs to the northwest are ? creeping downslope). There could be some drag on col- umns, however well founded the pads may be, creating the potential for tipping or warping outwards. LIMITATIONS GF INVESTIGATZOM The Soils Engineer has prepared this report in ac- cordance with generally accepted soil and foundation en- gineering practices. Because the borings represent only a small portion of the total site and for other reasons, A1- lied Test Grilling Company does not warrant that the bor- ings are necessarily representative of the entire site but only of the boring locations at the time of investigation. Because of the influence of various construction pro- cedures on site suitability, methods presented in this re- ? port may lead to a successful correction of the founda- tions only if appropriate review of construction is car- 8t1P ? -14- ried out by the Soils Engineer or his representative. Con- struction review should be considered an integral part of the design. The scope of this report covers only the suitability of soil for foundation support and and site correction procedures. It does not warrant or certify t.he site as buildable regarding compliance with any other requirements such as building codes, local or state ordinances, federal rules and regulations, etc, which may or may not be ap- plicable. Allied Test Drilling Company has backfilled and com- pacted all boring holes as well as possible under then • existing conditions. However, some continuing settlement may occur if construction does not take place in the near future. The Owner should check boring holes (frequently at first, then after each change of season) for signs of settlement. Any settting that does occur should be back- filled with additional material, preferably a free-flowing granular material. This monitoring should continue for at least one seasen until no additional settlement is evi- denced. Samples of soil from the borings will be retained in the office of Allied Test Drilling Company for a period of 90 days from the date of testing. After 90 days, the sam- ples may be discarded unless a request is received to re- ? tain them for a longer period. 89?P -15- . ENGINEER'S CERTSFICATE I hereby certiPy that this °lan, Specification, or 0 Report was prepared by me or under my direct supervieion end that I am a duly reyistered ProFessional Engineer under the Laws of the State of Minnesota. ALLIE? TEST DRILLING COM°ANY Patrick J Hines, PE Registretion No 12086 0 r ..4'+.. _,...tl.e. • ALLIE? TEST 6RZLLING CON°ANY Attachment to Soils Report • METH00 OF INVESTIGATION . AU6ER BORINGS Allied Test Orilling Company uses a number of varie- tions of inethads of investigetian 6y auger borfngs to de- termine Boil profile. Most commanly, the power Flight euger (FA) method is employed. Sometimes e hand opersted augar (HA) ie uBed. fiePer ta the mein body of the report end tc the boring logs Por an indication of the method choaen. Requirements for these investigations ere outlined in ASTM 0 1452, "Soil Investigetion and Sampling hy Auger Ber- ings". In the power flight auger procedure, a 5" diameter solid stem helical flight auger is advanced into the grourid 6y mechanical/hydraulic meane and withdrawn et eppropriate intervals. Nature of subsurfece sail is determined by n6- • serving and sampling disturbed materiel found on the Flight auger. Representative semples are reteined, sealed, end stored far future testing or raPerence, if necessery. After cleaning the augar, it is inserted into the bore hole again and the process is repeated until the desired testing depth ie accomplished or until refusal (failure to advenca the auger due ta bedrock, deteched boulder, hardpan, etc,) oc- curs. A log of each boring is kept noting date, depth of changes in etrata, deseription of soil in eech major strat- um, groundwater conditions, end other date. The hend operated auger procedure ie the same as ebove, except that the 1" to 3" auger is advanced into the ? ground by hand means. This type of boring is usually re- served far investigations to a shallow depth in en erea fairly inaccessible by machinery. (over, please) Method of InveBtigetion (cont'd) Unless oLherwise specified, no tests upon inplaca soil, Buch es for compsction, percoletion, atc., rere per- ? formed except, in some instences, to note the rete of drilling (e genaral indication of inplece compaction). Soil Classification Sails were classiPied by Field personnel end veriPied 6y the Soils Engineer eccording to the Minnesote Oepartment oP Transportation (Mn/OOT) triaxial chert. A reproduction oF this chart showing composition by grain eize percenteges oF the verious soil class types is atteched?to this report. Groundweter Zn order to este6lish the possible occurance of ground- water in the region oP testing, one or more of the boring holes were allowed ta stand Por a period of time, that peri- ? od depending on the frae-dreining nature of saile encounter- ed, end then checked Por standing weter or ceve-in prior to backPilling. In addition, soil samplee were checked For mottling (discoloration the result of oxidstion in water flucuation zone) and saturation. However, becauBe of the nature of soil end due to va- rious meteorological and geological influences which occur over B large erea end time span end which can affect the - site, en accurate measurement of the highest annual ground- water or range in Pluctuations thereof usually cennot be determined in the time freme end scope allowed for most investigetions. Observed water levels, if eny, ara indica- tive oF groundweter at the time af testing only. ? ' Attachment to Soil Inveatigation Report ? ALLIEO TEST ORILLING COMPANY CLAV 100% 0. so 7o CLAV 60 / SO 40 SANC)VCLAY\ 0, SILTV CLAV 30 M O?SANDY CLP?' IOA CLAYLOAM SILTY CLAY LOA . 2e as!ic A ANDV LOAM $ILT LOAM sfgbtly Dlastlc ? `G . O 4 Z 4?. ? ? q O p p O o q O 0 y q tl p O ?/` ? TEXTURAL CLAS5IFICATION OF SOILS Prom: Mn/DOT Grading 6 Base Manuel . Figure 8 5-592.603 Note: The term "Loam" refers to a particular mixture of sand, silt, and less than 20% clay. Adjectives describe the predominating material(s) in a loam. AASHTO Gradation specifications: ? Gravel z.Omm+ Sand 0.074 - 2.0 mm Silt 0.005 - 0.074 mm Clay less than O.DOS mm ALLIED TE5T DRILLZNG UNIFIED 50IL CLASSZFICATION SYSTEM ? (ASTM D-2487) MAJOR DIVISION SYMBOL DESCRIPTIONS GW WELL-GRADED GRAVELS AND GRAVEL-SAND MIXTURES WITH LITTLE OR NO FINES W GRAVELS GP POOR-GRADED GRAVELS AND GRAVEL-SAND MIXTURES LESS THAN WITH LITTLE OR NO FINES W SO% H ? PASSING GM SILTY GRAVEL, GRAVEL-SAND-SILT MIXTURES o #4 SIEVE 0 N ? GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES ? mz J H H U] 0 `n SW WELL-dRADED SANDS, GRAVELLY SANDS, LITTLE OR ?nd, SANDS NO FINES 0 z o GREATER POORLY-GRADED SANDS, GRAVELLY SANDS, LITTLE OR H ? THAN SP NO FINES 5096 zz PASSING W F #4 SIEVE SM SILTY SANDS, SAND-SILT MIXTURES m a u? a va ? ? SC CLAYEY SANDS, SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTS ML SILTY OR CLAY£Y FINE SANDS OR CLAYEY SILTS WITH AND SLIGHT PLASTZCITY u CLAYS INORGANIC CLAYS OF LOW TO MEDIUM PLASTICZTY, z LIQUID CL GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, U) ?n LIMIT LEAN CLAYS a a S THAN ORGANIC SILT: AND ORGANIC SILTY CLAYS OF LOW -? H -e, 50% OL PLASTICITY O o En "n SI LTS ZNORGANIC SILTS, MICACEOUS OR DIATOMACEOUS Q z AND MH FINE SAND OR SILTY SOILS z i CLAYS w 4 W a a H LIQUID LIMIT CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CL ? F ? GREATER w ao H a? THAN OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, 50% ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC PT CONTENTS 4 L J DUAL SYMBOLS USED FOR BORDERLINE CASES - - --?- - _ ?3 ? ? ? ?o c O t ? r. I\ ? 0 O (? ? ?d X \ ? \ \ ??•5 --? , ?! ??•O ? ,??5•? \? FL5% s7ape-s h_ _' - ? _?_Z?? 5/m?• ? ?7./ ?JJerS{ ?ov,vanJ-W+? ?T` ?„a- \ h ?? _ ?7 S,YC ? Cruclc:,nq t r \ d? \"? ? 79.? J ?y L s Y? a a= , 1 aL,, x X So.g ? o Fi ? . S y v ! ?? ? .? J ?' W S ? u o? ? Co.; J_ (_0? i \ t, ? y TJ ` ? • i n { ? ? ? R-7" ` ? e y? A D ALL[ED TEST DRIL.L[NG COMPANY ? / 4006 Beau DRue Drive. Eagan. tdN 55171 (612) 452-6913 ? gpALE: 1•' = 10' ? DR?WN BY PH BORING LOCATIONS AND TOPOGRAPHIC INFORMATION FOR i Lot 8 Block 4 Woodlend Addition (811 Pramontory Place,-Eagan, Minne=ota) Project 811? qEERD w. '?IuV el 1 ecr% TCeT nQ?? I Wr= rnuADeMv AV4.?i.V ? 6.V ? Y?llvv???M VV{??? /7?? ¦ PROJECT: 811P - Lot B Block 4 Woodlend Addition. Eagan, ?ekota Co, Minn LOG OF BORING NO: I DEPTH SURFACEELEVATION: 97,3 SAMPLE LAB 6 OTHER TESTS IN OEOLOGY N WB FEET DESCRIPTION AND CLASSIFICATION TYPE R W E p ?; m Red-6rown 51 Loamy Sand (SM) HA o 3 w/ a little grevel el v ,? 7!L+' moist' footing I 1 loose (easy drilling) w/ inclusions of sandy loam lev 96t 2 Red-brown Clay Loam (CL) w/ a little gravel, occ cobbl w/ sand inclusions 16 3 v moist saft w/ thin sl organic bends 4 I rather firm ??. ?. maist firm 6 7 I I I 8 Refusal - End of Boring 9 6oring 1A - RePusal @ 5.7' Boring 16 - Refusal C 8' Bore hole left open WATER LEVEL MEASUREMENTS DRILLING DATA DA7E TIME SAMPLED C451MG CJ.VE•IH DAILLING WATER EVEI H GEPTM DEPTN DEPfM MUDLEYE L CrewChiof: P 21 A 5.7' None Method: -'" SCS Bucket Auger, Hand Operated 25 A +2.8' •• l 1989 Commenced: 21 Apr i BorirpComplets0: ?? Aprl 1989 r ? r L . / nl I lcn YceT r111011 I Wr_ rnKADerav .-.?`? ??. ? ?.? . V.....?...... .....,?. ?.?. . PROJECT: fl?1p-?_irot °8 Black' 4 Woodland Addition. EeAan, Oekota Co, Minn LC3G OF BORING NO: 2 DEPTH SURFACE ELEVATION: 99.1 SAMPLE LAB d OTNER TESTS IN FEET DESCRIPTIONANDCLAS51fICATION GEOLOGY N WB /? TYPE R W E L L p.L. Fled-brown Clay Loem (CL) H q w/ traces of vegetation, band I of sand, sandy laam, near 1 surFace level i moist firm w/ thin sl organic bands 2 w/ a little gravel, occ cob61 3 4 1 5 6 7 ? w/ red iron stains ? I I I ReFusal - End oP Boring Bare hale left open WATER LEYEL MEASUREMENTS DRIL41kG DATA pATE TME ?MPLED DEPTM USIMG DEVfN UVE-IN DE VfM DRILLING MUD LEVE WATER LEVEL Crew ChiBt: pH 7 May 7z' 7' None Metnod: 3" 5C5 8ucket Au er, 13e•' Soira] Auoer, Hand t O d eera e Borinp COmplefsd: 7 M a y 15`2 ° - 1 ' r ? el I Icn Irccor ne11 I Iw?r_ rnRA15nw1v .-......?... . ?.... .....??...... ......?. .-.... PROJECT: Boring Log Key LOG OF BORING NO: DEPTH SURFACE ELEVATlON: SAMPLE LA8 6 OTHER TESTS !N GEOLOGY N WB ? ? FEET DESCRIPTIONANDCLASSIFICATION # TYPE R W DE P.L. 1 2- 3- ? fi Visual Classification of Soil Liquid Limit 4 According to Unified Soil Origin & Classification Spmbol Shown of Soil Plastic Limit 5 in Parentheses 6 Dry Density of Number of Soil in Pourds 7 Hammer Slows Per Cubic Foot to Drive 8 Split Spoon One Foot e (dual values indicete each 6" increment) 10 Moisture Content Indicates By of Soil as a 11 Y= Yes Percent of Dry- N = No Scil keight 12 if Soil is Water Searing I 13 I i h'ater Level Length of Soil ? ? 14 tin Inches) I Recovered in Sp1it 15 ? Spoon Sample 16 17 Indicates Zype of Sample: lg SS = Split Sooon I FA = Flight Auger 19 N = None ? 20 i i 21 I , WATER LEVEL NlEASUREMENTS DRILLING DATA OATE TiME SAMVLEP fiASIMG GVE-IN DRILLIMG YYATER DEPTM aEPTM DECTN UD LEVE LEVEL Crew Chief. lAethod: . BorinpComDteted:_?_._ _ ?Tr= • ? VO INSTANT TESTIN6 COMPANY 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 Phone 454-3544 FDR Mr. Terry Donaghue Donaghue Construction N Star Rt St Croi>; Fails, WI 54024 ke: Sail InspECtian on 14 August 1988 Lot 8 Block 4, Woodlands Addition TEST REPORT INSPECTION REPORT Dated: 25 August 1988 Performed a visual inspection on house pad site. Topsoil and organic materials had been e>:cavated to a sandy laam w/gravei base soil. A hand-auqer boring substantiated constancy of soil. tlaterial became sandier at depth, hand auger boring terminated 3" below e>:cavated level. Most of pad area will be in cut, main area of fill will be on westerly side of pad and all of garage area: There is to he appro>:imate2y 6' to 7' of fill at lowest point_ Oversixing was adequate. An on-site granular material is ta be used as fill. . INSTANT TESTING CDMPANY Larry Petersen, Inspector CHARL',E CODE: hrly - #602 (-i-) MILERGE: 154 - #l612 CQPIES TO: Donaqhue Construction • Signed k9&qW?? G. J. Kopacek Professional Engineer - Registration No. 7254 INSTANT TESTING COMPANY , C O 4000 BEAU D' RUE DRIVE . EAGAN, MINNESOTA 55122 Phone 454-3544 FOft: DONRStiUE CONSTRIICTIOh! ?.. TEST REPORT MOISTURE\DENSITY LAB. NO. 88-01 & 2 PROJECT: Lat 8, Block 4 Woodlands Addition DATE SAMFLED: 23 August 1988 REPDRTED: 25 August 1988 SUBMITTED BY: Aler., ITCO MOISTURE/DENSITY TEST ASTM D698-70, I1ETHOD C CURVE NUMHEk: 88-01 88-02 VISUAL SOIL CLASS: Sand & Gravel Clay Loam (sampled 8/24) STANDARD MAXIMUM DRY DENSITY: 126.1 PCF 121.4 PCF OPTIMUM MOISTUkE: 26.47 10.8Y. • SAMPLE REPkESENTflTIVE OF: Test #1 as per customers request, er.pedite test results kEMAftk:S • CHflfr6E COUE: 2 - #303, 2 - #302, PF. Signed G. J. Kopacek Professional Engineer - Registration No. 7254 INSTANT TESTING COMPANY - CO 4000 BEAU D' RUE DRIVE • EAGAN, MINNESOTA 55122 Phone 454-3544 TEST REPORT INPl ACE DEMSFTY FDR: Mr. Terry Dor+aghue PRt3JECT: Lot 8 Black 4 Woodlands Addition Attention: Mr. Terry Donaghue QATE TESTEDL 19 August 1988 Uonaghue Construction N Star Rt REPDRTED: 25 August 1988 St Crflir. Falls, WI 54024 AUFHORIZED HY: customer INPLACE DENSITY RESULTS TEST Nk1HER: 1 LOCATION: DEPTIi BELOW U'RADE: PRCICTO2 CLIRVE NUM8ER: VI3UAL SDIL CLASS: • Y. MQISTLIRE: OPTIMLlM I'9DISTURE Y.: RELRTIVE MOISTURE, Y.: FIEtQ DENSITY, PCF: STAtJDARD MflX II"flEf} DRY DEN3ITY, PCF: RELRTIVE DENSITY, Y.: REQi.[IRED 1iiNIMUM: north corner of garage (5'-2" to bottom of 4ooting) 34.2' S8-O1 sand & gravel 6.3 10.4 bi 117.1 126.3 43 98 REMARKB: Test losa. kelative density result based on 3FANDRRD Proctor. Proctor sampled with field test, see atteched sheet for results. CHRrtGE CCIDE i-#306 + 1- 41601 (jc36site time) ib - #612 miieage CiIPIES TQ: Donaghue Construction Signed G. J. Kopacek Protessional Engineer - Registration No. 7254 ' ( - INSTANT TESTIF?? COMPANY `? CO 4000 BEAU D' RUE DRIVE • EAGAN, MINNESOTA 55122 Phone 4543544 FOR: Mr. Terry Donaghue Attention: Mr. Terry Donaghue Bonaghue Construction N Star Rt St Croi>: Fa22s, WI 54024 TEST REPORT INPLACE DENSITY PROJECT: Lot 8 Blork 4 Woodlands Rddition DATE TESTED: 24 August 1488 @ 4:15 REPOiTED: 25 August 1988 AUTHORIZED HY: customer TEST MA'IBER: LOCATION: DEPTH SELOW 6RADE: PRDCTOR CURVE NUt9BER: VISUAL SOIL CLRSS: . Y. MOISTURE: OPTIMI.@M MOISTtlRE Y.: RELATIVE MOI87tI2E, FIELD DENSITY, PCF: STANDRRD MRXIMlIM DRY DENSITY, PCF: RELATIVE DENSITV, X: REQUIRED MINI!'9UM: IMPLACE DENSITY RESLiLTS !A ketest north corner of garage (5'-2" to bottom of footing} 14.?' 8$-01 sand & gravel 5.7 10.4 ?? JJ 116.2 126.1 92 98 f[EMAf21?S: Retest law. Ftelative density result based on STANDARD Practor. CHARGE CODE 1-#3U6 + 1- #601 (jobsite time) ib - #612 mileage COPIES TO: Donaghue Construction • " Signed G. J. Kopacek Professional Engineer - Registration No. 7254 I T- INSTANT TESTING COMPANY ? C O 4000 BEAU D' RUE DRIVE . EAGAN, MINNESOTA 55122 Phone 454-3544 FQR: Donaghue Construction flttention: Mr. Terry Donaghue i7csnaghue Canstruction tJ Star f'tt St Croi>: Falls, 4t: 54024 TEST REPORT INPLACE I)EPlSITY RR0.7ECF: Lot B Block 4 Woodlands flddition DATE TESTEit: 30 August 1988 @ 4:oa REPORTfD: 6 September 1988 AUTHCk2IZED HY: customer TEST NUMHER: LOEAT I DHt: DEPTN SELOW GRADE: PR{1CTOR CURVE NUMBER: VISIJRL SOIL CLRSB: . Y. MOISTIflZE: QPTFMUM MUISTURE Y_: RELATIVE MOISTUkE, Y.: FFELD DENSITY, PCF: STANBARD MAXIMUM DFY DENSITY, FCF: RELATFVE DENSITY, REQUIFtED MINIMUM: IIVPLACE DENSITI' RESULTS J nnrthwest hause corner (curtr grade) 22.5' Sand & GraVel 8_b 10.4 93 12._4 126. 1 10! 99 REMARk:S: Test meets density requiremer.ts. Fielative density result oasetl on STANDARD F'rnctor. CHARGE COUE 1-#30b + 0.5 -#bE>1 ijoG=_ite time7 16 - #til:" rttileage COF•IES FO: Donagh:ae Constructian • Signed ? % . . G. J. Kopacek Professional Engineer - Registration No. 7254 . . INSTANT TESTING COMPANY 1_ ?O 4000 BEAU D' RUE DRIVE . EAGAN, MINNESOTA 55122 Phone 454-3544 FOR: Danaghue Ccnstruction Atten*_ion; Mr. Terry Donaghue Donaqhue Construction N Star Rt St Croi>: Fa11=, ivI 54024 ' -- TEST REPORT LNPLACE DENSITY PRDJECT: Lot 8 Alack 4 Woadlands Addition DATE TESTED; 31 Rugust 1989 @ 8:45 REPORTED: 6 September 1988 AUTHORIZED SY: customer INPLACE DENSITV RESULTS TEST tJl1h7HER: 4 LOCAT I QtV: r? or t h west carner ofhouse pad DEPTH HEt_OW 6RRDE: tcurb> 10.5' PRQCTOR CURVE NUMBEk: 86-02 VISUAL SOIL CLR35: . Y. MOIST!lRE: OPT I MUM M[3I SFUkE 7.: RELAFIVE MOISTIIRE, Y.: FIELD DEtVSIT`i, FCF: STANDAFtD MAY.IMUM DRY BENSITY, PCF: RELATIVE DEhlSITY, Y_: Cl ay Laatr 8.1 10.2 78 ;3cr.q 121.4 107 REQlJIRED MIIVIMUM: 98 F.EMRFKS: Test meets density rEquiremen±s. REZative density result Gased an STF,!+13FiRD Fr-acter. CHARGE iODE 1-#vC>6 t0,;, -#b0i (jobsite tiRte) 16 - #bic^ mileage COF'IES TEt: L•r,r,aqhue Construttiori • Signed ? G. J. Kopacek Professional Engineer - Fegistration No. 7254 INSTANT TESTIK-COMPANY T 4000 BEAU D' RUE DRIVE • ? CO EAGAN, MINNESOTA 55122 Phone 454-3544 =1 TEST REPORT INPLflCE DENSITY FOR: Donaghue Construction Attentiar+: Mr. Terry Donar3hue Danaghue Constructian N Star Fit St C;roi>: Fa215, WI 54024 PROJECT: Lot S Block 4 Woodlands flddition DATE TESTED: 31 August 1988 @ io:3a & i:as REF+ORTED: b SeptemGer 3988 AUTHORIZED BY: customer iNPLACE DENSITY (tESULTS TEST NLIMHER: 5 b LOCATION: northea=t northeast , corner of pad corner of pad DEPTH HELOW GRADE: (cur6) 9•5, 6•5, FROCTOR CURVE NUMBER: 88-0= 88-02 VISURt SQIL CLASS: rlar Loam Clay Laam • Y_ MOISTUkE: 8.0 14.4 DPTIMUM MOISTIlkE Y.: 10.9 10.8 kELAFIVE MOISTUkE, 7.: 74 130 FIELD DENSITY, PCF: 125.4 117.5 STANDARD MAxFMUiM DRY DENSITY, PCF: 121.4 121.4 RELRTIVE DENSITY, Y.: 103 97 REQlSIRED MIt+IICIttM: 98 98 F;EhiHR}:;5; Test #5 meets densit'r' requirements, test #b low. Felative dc-nsitY . result ba=ed on STANSiiRRU F'roctor. CHAF.BE CODE -2 -#3U6 t- 0_75 -#bL>1 (jotrsste time) ib - ##612 mi2eage Ct7PIES 7U: Donaghue Con=_truction . Signed_-___????. . ? ?C. G. J. Kopacek Professional Engineer - Registration No. 7254 INSTANT TESTING COMPANY 1? O 4000 BEAU D' RUE DRIVE • EAGAN, MINNESaTA 55122 Phone 454-3544 FOR: Clonaqhue Con=truction TEST REPORT I NPLACE i?E1VS I TY PROJECT: Lot $ Block 4 Woodlands Rddition flttention: kMr. Terrv Dc•snaghue DATE TESTED: 2 Septemtxer 2985 Donaghue Corestruction @ 9 ' h4 Star Rt REPURTED: b 5eptemGer 1965 St Croi>: Falls, WI 54024 At3FHOREZED BY: customer FNPLACE DEI+lSITY RESULTS TEST NUMHER: 7 LOCAT I ON: DEPT#! EELCtW GFtRBE: PROCTLIR CURVE IVt1MiBER: VISUAL SOZL CLRSS: • Y. MC3IS71lRE: OPT I Ml}M MD I STl1RE Y.: RELATIVE MOIS7URE, Y.: FiELD DEiJSITY, FCF: STANDARI} MAXItiUhl DRY DENBITY, PCF: RELRTIVE 13EhlSZTY. Y.: REQtSIRED Mih{IMUM: sauth corner rear h:,:RSe line 4.5' belnw f00ting level 8cr3-t3i' Cl ay Loafri 52.5 fL).S 226 _2..t; 121 .4 !Ob 98 RE±^isar:t:S: Test meets dEn=_ity requireisients. F.elative dansity resuit base? an STFt'+1D:,RD, F•r-cc±or. CNAnuE CQLE 1-#30S + 0.5 -#bUi {3obsite tir?e) Fb - #612P mileaqE f'Or'IES TCi: Donaqhue Corastructior. 40 / 0 ? ? ?. Signed G. J. Kopacek Professionai Engineer - Registration No. 7254 INSTANT TESTINu COMPANY 1?O 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 • Phone 454-3544 FCIR: Doriaghue Construction Rtter+tion: Mr. Terry Donaghue DanaghuE Eon=tructiar, N Star Rt St Lrcil s: FaI l S} WI 54024 TEST REPORT INPLACE DENSITY PRO,TECT: Lrt 8 Hlack 4 Woadlands Add#tion DATE TESTED: 2 SeptemGer 1188 @ 2: 3Ct REPORTED: 6 Septemt,er 1988 AUTHORIZED BY: customer ? ? • TE5T NUMHER: LOCAT I OV: DEPTi-1 BELdW GRADE: PRDCTQR CUFtVE NUMbER: VISUAL SQIL CLA55: IIPTIiMUM MOISFUFCE Y.: RELRT I VE MD I STURE , Y.: FIELD DEhSSITY, PCF: STRNDARD MRXIMUYi DRV DEt+lSETY, PCF: RELRTIVE I?EtsESITY, X: REQt3IRED MINIhtCtFf: Y. !'IEIISTl1RE: INPLACE DENSITY RESl1LTS 8 nc,rth sidE rear house line 2' trelow faating leve2 SS-02 C:I ay Lcsam 9. Z 10. 8 86 122.8 223.4 iQi 98 REMARKS: Test meets density requirement=. kelative den=ity re=ult based on STAPdDF?RU F'ractar. Ci-Riak6E COEE 1-#303 } 0.5 -#b0f (JObsita time) 16 - #bi:' mi ieage CQPIES ?tt: Bonacthue CG7l=tTLiCClC3lfi Signed G. J. Kopacek Professional Engineer - Registration No. 7254 • ? _ INSTANT TESTING CQMPANY - CO 4000 BEAU D' RUE DRIVE EAGAN, MINNESOTA 55122 • Phone 454-3544 Ff3Rs Bonaghue Constructicsn Attention: Mr. Terry Donaghue Donaghue Cc,nstructian IV Star Rt St CfD1Y. Falls, WF 54024 TEST NUt1HER: LOCATION: DEPTH BELOW 6RADE: PRt1CFF7R CIIRVE lVIEMBER: IMPLACE DENS 9 rear house 2ine center a# pad faotirsct Ievel B8-Ji T5 VI5UAL SOIL CLA35: Clar` Loam Y. MKDISFURE: 13.4 • QFTII'413M MQISTUFtE X: 10.8 RELAFIVE MQISTt1RE, Y.: 128 FIELD 17EIVSITY, PCF: 127.5 $TAhiDARD MRXIhtE.€M DRY 6ENlSFTY, PCF: 121-9 RELRTEVE DENSETY, Y.: 97 REQUIREB MINIML3M: 95 REhlFSRk:S: Test meets dansity requarerents. Relative density resu2t hased on STR?+lDRRIS Procta.•- _ CHraFiGE CODE 3-#306 + 0.5 -#601 (ja6site time) 16 - #612 rni2eage COPFcS iG: Uanaghue Cr,n=tructicn • ???Z?? ??. Signed ,. 4 TEST REPORT INPLACE DEMSITY PROJECT: Lot 8 Hlock 4 Woodlands pddition DflTE TESTED: 2 September 1988 @ 4:45 REFa1iTED: 6 September 1988 AUTHOftIZED BY: custamer G. J. Kopacek Professional Engineer - Registration No. 7254 i N O C9 ~f' ~ 00 N ~ • ~ ~ ~ • ~ ~ ~ ~ Z ~ ~ 0 ~ z ~ ~ I ~ 0 . ~ m ~ ~ . vi ~ (832.0~ ~ , Q _ _ _ _ _ ~ ~ w . ~ Q ~ ~ o ~ , ~ Ta i 01 Lp~~,F~d~O + ~ "a ~ ~ C a. 0 O ~O N +~7~-ON Z W O T N~ QI ~ ~p0 - ~~a~iE~~W3c ~ U~~y~ p•- ~ ~,N aCl O~~ O ~ ~ ~ N ~p3~u,~N}o ~ ~~~c ~~s~ : ~ =a'~a~~w~*- a~ ~ `~a~~'E°c~ o ~ ::ENOa~u~ o ~ - 2\~ oy~~ / ~ N8721629~~E . - S C~ ~ ~ \0 3e,,~ / DRAIfJAG€ & UT1Ll7'Y EASEhfENI' AER PLAI' ~ ~ S ~ ~ ~ i~' ~ O ~ ~ ~ I0~ M ~ ~ N ~ ~ - - _ - - _ _ _ . _ _ _ _ _ - _ . _ _ _ _ . - _ _ _ ~--I _ _ _ _ - ~ _ _ _ ~ ~ ~ ~o ~ o ~ / ~ I _G , _ ~ ~ _ ~ I ~ ~ ~ , . ~ \ ' 10~ 1 ~ ee ~ ~ ~ ~ ~ ~"867.0) ~ ~ ~6.42 ~ /s ~ ~ ~ x i~ l~ ~ ~ ~ ~ a~~ ~ ~ a°` / \ ~ ~ @9a ~a ~ ~ ~ ~ ia ~o~ \ °os ~ ~~oa~ s> s ~ ~ . 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FEET WE HEREBY CERTIFY TO CHARACTER BUILDERS TNAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE SOUNDARIES OF: ~ ~ ~ofi B1ock 4, THE WOOOLANDS ~ according to the recorded BOOK / PAGE plat thereof, DQKOTA County, Minnesota. 282~ (2 IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACNMENTS, EXCEPT AS SHOWN. AS CI IRI/GVGf1 RV PAG (1p il~I(1GR AAV niRF(`T SI IPFRVICIf1N THIS i iTU nav nF a uc~u s-r ~a~~ . pRn. i~r-r nin vvtla~.ILV ui vit v~.v~.i~ i.i~ v~~«v vv r.. v.. . , . r•• ' 1 IlvVl~v 1 Itlv. SIGNED; JAMES-t.~)ilLL, INC. 88597 FILE N0. gy; I-88°228 HAROLD C. PETERSON, LAND SURVEYOR SHEET I OF I MINNESOTA LICENSE NUMBER 12294 , ~ ~ N ' ~ O M ~ ~ ~ ~ ~ 9 N ~aLo~ ~ ~ ~ ~ ~ ~ ~ ~ i z ~ . ~ 0 ~ ~ - c~ z ~ ~ . o 0 ~ m ~ ~ • ~ vi ~ W (832~0~ ~ ~ ~ / ~ / ~ t~ ~ 1 W ~ ~ Q ~ ~ O ~ . o a~ o~~v_ Lr . . ~ ~O ai-~~~0 ~ .~'O O ~ C w 0 0 ,.T.~: ~~'-O~n Z W ~ w a T u, a~ 0 _ . ~'cid~~o+W~'~ ~ ~ ~yo ~ ~aa'~~o-°~ \ ~,y D O C 0'^ ~ . ~y ~ ~ a] N~~ t O ~p ~ . 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S 3~; 2 ~ ~ . ~ 8A , ~ ~ o _ ~ ~ ' ~ • si, ~ ~ " ~ Q s ( .es ~ Op v 9i2 ' ~ ~ o b ~ ~ ~ c~ ~ \ p~~ c ~ ~ ~s~~ ~ DRAWN ~Y _ E~ ~f~ N~ . .,F~.._ PJF DATE ~-9-~8 ~ DENfJTES PROPOSED SURFACE DRAINAGE 0 DEN~TES IRON MONUMENT 5ET SCALE:1 INCH ~ 30 FEEr REVISIONS ~ DENOTES IRON MONUMENT FOUND PROPOSED GARAGE FLOOR m 9i3,~ FEET X000.0 DEN~TES EXISTING ELEVATION PROPOSED LOWEST F~OOR ~ 405 3 FEET 29 _~8 (000.0} DENOTES PROPOSED ELEVATION PROPOSED TOP OF BLOCK ~ 9ti3 4 FEET WE HEREBY CERTIFY TO CHARACTER ~UILDERS THAT TNIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE SOUNDARIES dF; ` ~ ~ot 8, 81ock 4, THE WOODLANDS, according to fihe recorded BOOK 0 PAGE plat thereof, DAKOTA County, Minnesota. {282 / 12) 284/33 IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN. AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS i TN pAY OF A UGu 57 PROJECT N0. SIGNED: JA'M . ILL, INC. 88597 FILE N0. ~ BY, I°~~-2ZS - HAROLD C. PETERSON; LAND SURVEYOR SHEET I OF I MINNESOTA LICENSE NUMBER 12294 Date: City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED JAN 252016 r Use BLUE or BLACK Ink L For office use Q Permit #: T -11 e a o Permit Fee: 190. 00 Date Received:) — At5 ` 1 fit / Sta :ff ; 2016 RESIDENTIAL PLUMBING PERMIT APPLICATION Site Address: 8 i i Prem o/vitory6 FQn.cAi Tenant: Suite #: Resident/Owner Contractor Type of Work Permit Type Name: tC -- L JL Address / City / Zip: Name: Address: State: Phone: tela- 57i' -'i oO L -r '- Ul/lrica License #: to Q q 11 Ci 3HLt \/ O"C_/ 1. Gl, City: zip: 5 k40 le Contact M. C G V Phone: Email: 1(5 -Thi -e66-7 CycQoa-f/ 02 x2, i')6- _ New x Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. Description of work: RESIDENTIAL )( Water Heater Lawn Irrigation ( RPZ / T PVB) Septic System New Abandonment Water Softener Add Plumbing Fixtures ( Main /_ Lower Level) Water Tumaround RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes State Surcharge) $60.00 Lawn Irrigation (includes State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Tumaround* (includes State Surcharge) *Water Turnaround (add $280.00 if a 314" meter is required) $115.00 Septic System New (includes County fee and State Surcharge) TOTAL FEES $ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x .o & R Applicants Printed Name x Applicants Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough -In Air Test Gas Test Final Meter Related Items: Meter Size Radio Read Manometer Staff: PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA159191 Date Issued:11/26/2019 Permit Category:ePermit Site Address: 811 Promontory Pl Lot:8 Block: 4 Addition: The Woodlands PID:10-75875-04-080 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 - Matthew J George 811 Promontory Pl Eagan MN 55123 (612) 578-7200 Urban Pine Plumbing & Mechanical 13860 Newland Ave Lindstrom MN 55045 (651) 888-2275 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA163630 Date Issued:09/08/2020 Permit Category:ePermit Site Address: 811 Promontory Pl Lot:8 Block: 4 Addition: The Woodlands PID:10-75875-04-080 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). 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 - Matthew J George 811 Promontory Pl Eagan MN 55123 (612) 578-7200 Superior Exteriors Mn Inc. 4520 Tower Street Edina MN 55424 (612) 382-2549 Applicant/Permitee: Signature Issued By: Signature