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4115 Havenhill Cir For Office Use I l /Q odl ~ I I My of Ealan ; I I ,o t Permit Fee: - l ~ I 3830 Pilot Knob Road I l Eagan MN 55122 I Date Received: I Phone: (651) 67545675 R E 01 F -"F 0 t t I StafF i . i Fax: (651) 675-5694 i uuL 1 7011 2011 RESIDENTIAL PLUMBING PERMIT APPLICATION Date. July 8, 2011 SiteAddn3ss: 4115 Havenhill Circle Tenant: Suite ee RESIDENT/OWNER Name: Renee Bartels Phone: 651-308-2802 Address/ City /Zip: 4115 11avenhill ~]ircle Eagan, 1:14 55123 CONTRACTOR Name: R C Yluinbin License#: 58215 Pi Address: 5910 Chester Avenue City: Northfield State: 11 Zip: 55057-4743 Phone: 952-652-2933 Contact: Rich Nybo Email: TYPE OF WORK New _ Replacement _ Repair , Rebuild _ Modify Space - Work in R.O.W. Description of work: Re-do master full-bath PERMIT TYPE RESIDENTIAL Water Softener Water Heater Lawn Irrigation RPZ PVB) Add Plumbing Fixtures C4 Main 1 Lower Level) Septic System Water Turnaround New Abandonment RESIDENTIAL FEES: $55.00 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $35.00 Lawn Irrigation (includes $5.00 State Surcharge) $55.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) "Water Turnaround (add $166.00 if a 5/80 meter is required) $105.00 Septic System New ($10.00 per as built) (includes County fee and $5.00 State Surcharge) $95.00 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) TOTAL FEES $ ~ "0 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orn 1 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 lose of work which requires a review and approval of plaJ x iich Nybo X L Applicant's Printed Name Applicanrs Signa F FFICE USE Reviewed By: Date: red Inspections: -Under Ground ---,Rough-in Air Test -Gas Test -Final Use BLUE or BLACK Ink r - - - - - - - - - - - - - - - - For Office Use I . I I Permit#: qq City of Eap Permit Fee. V 3830 Pilot Knob Road y I Date Received: Eagan MN 55122 RECEIVED I Phone: (651) 675-5675 I I'll QW-T Fax: (651) 675-5694 JUN 15 2011 Staff: 2011 RESIDENTIAL BUILDING PERMIT APPLICATION U~ Date: Site Address: Unit M Name:&t`` _ ~,O-V t c_ f~c c 4 e, k~- Phone: _L/ ~_L) L/ 2 RESIDENT / OWNER Address/ City/ Zip:/ Applicant is: Owner Contractor TYPE OF WORK Description of work:R vtry" e-~ol,u c fin.' Jw 4 C~ t Construction Cost: Multi-Family Building: (Yes ! No ) ,Contact: D' Company: . \""o V\,`- ' v Contact: /M C w Cc,,r d CONTRACTOR Addressq~ cta- ,A L V'tj,,- o-k o . City: G- H State:M~ Zip: _ "S6 1 Phone: l 5_ l U 1 C/ p License L O~ l) Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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 submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org 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 approv f p ns. xMt -C ,a,t, L TQ° C,x Applicant's Printed Name licant's Signature Page 1 of 3 Use BLUE or BLACK ink y ` � ForOfficeUse�-------- �� , �� . � �� - �� O� n� � j Permit#: t �� t� 4�.�� ' � �� R� i��.� i Permit Fee: ��, �� ssgo P�iot Knob Roaa �� 2 7 2015 Ea an MN 55122 � Date Received: ��'/� j Phone:(651)675-5675 ' I /1� I Fax: (651)675-5694 I Staff: /�) 1 I 1 v��J 2o�s RE�IDENTIAL BUILDING PERnnir aPPucaTioN Date:�� Site Address: "f � �� '� �� ' Unit#: Name: ' ��e� -� ` ! Phone: ResidenU ,�( _ , �` "� .- 2 OWner Address l Cit�I Zip: `�'� �� f'll�ii��c�V�`L<�� ' �� 1.•� .��/ Appiicant is: I', Owner Contractor T e of WO k Description of work: � t �rif.�ac�l,� ��d'� � Yp r , Construction�ost:�� 1� Multi-Family Building: (Yes /No Company: J�� L �'� �''Uc'�''!�'X� L�ontact:�14'IZ�� Contractor Address: �tt'��` ��'�' f� c�ry: � 7�� o� ° t�� State:��ip: /�� Phone:�)�� `��EmaiL J'�� l"/b � �� License#: ' G-/' Lead Certi�cate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) �� - � �� -1 COMPLET�IE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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 I�address of master plan: Licensed Plumber: Phone: � Mechanical Contractor: Phone: Sewer 8 Water Contractor: Phone: NOTE:Plans and supporting documents that you submit ars considered to be public information. Portions of the informafion may be cla sified as non-public if you provide specific reasons that wou/d permit#he City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Cyopher State One Cail at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orp I hereby acknowledge that this informati�bn is complete and accurate;that the work will be in conforrnance 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 ths case of work which requires a review and approval af plar�s. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code m t be ompleted within 180 days of permit issuance. x '/��,1� r{�' �'`� x ' ��.; Applicant s Printed Name Ap licant s Si nature Page 1 of 3 � L��,S�. �;�'�I�{i �� (�i`/�,CjE- DO NOT WRITE BELOW THIS LINE I ��I�C� S'UB TYPES I � Foundation _ Fi�eplace _ Porch(3-Season) _ Exterior Alteration(Single Family) � Single Family _ G�rage _ Porch(4-Season) _ Exterior Alteration(Multij Multi Deck Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex Lqwer Level Pool _ Accessory Building VI�ORK TYPES _ New _ In�erior Improvement _ Siding _ Demolish Building* Addition Move Buiiding _ Reroof _ Demolish Interior �( Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ R�pair _ Egress Window _ Water Damage _ Retaining Wall I *Demolition of entire building-give PCA handout to applicant DESCRIPTION ' Valuation ��2 ,� Occupancy �'�e —� MCES System Plan Review Code Edition yr�n 20�,5� SAC Units (25%_100%�) �, Zoning � City Water Census Code ' Stories Booster Pump #of Units ' Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction �_ Width REQUIRED INSPECTIONS ' Footings (New Building) ', Meter Size: Footings(Deck) ' Final/C.O. Required Footings (Addition) ', t� Final/No C.O. Required Foundation ! HVAC_Gas Service Test Gas Line Air Test Roof: Ice &Water 'Final Pool:_Footings Air/Gas Tests _Final � Framing Drain Tile Fireplace: _Rough In �Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick � Insulation ' Windows Sheathing Retaining Wall: _Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls ', Erosion Control ', Other: � Reviewed By: �� 1�� k l til �" , Building Inspector RESIDENTIAL FEES ', Z � X � y x 2� �� Base Fee ' Surcharge Plan Review MCES SAC City SAC ' Utility Connection Charg�,e S8�W Permit 8�Surcharge Treatment Plant ', Copies I, TOTY4L ' Page 2 of 3 I Use BLUE or BLACK Ink , ,-----------------�C � For Office Use I �� I ' I Permit#:� � � Clt of �a a �� . n � � � � � Permit Fee: C1• � I 3830 Pilot Knob Road i � Eagan MN 55122 I Date Received: � Phone: (651)675-5675 j � Staff: Fax: (651) 675-5694 L________________� 2015 RESIIDENTIAL PLUMBING PERMIT APPLICATION � � `�'��`� �T r� �"1 �� ' Date: �'—�� ` � `� Site A�dress: C�U� /' � � Tenant• ' Suite#• ,�,� ' . �� Name �1�....�r-'�� Phone: �� R�z$!�+'�►��/n�r� �� , , �_�� Address/CCiry/Zip: � � G11//�/1 i °f �� <.. +..?a. », ..�a ,�:��, .,. r � �t � ,� . � , � ..��o �� `� Name: I'� -' � 1� �(�� License#: �� b � � ��.� � �� Address: � � � �"�S v � i� f✓��City: ��`� �� " �� t�t'ti`��'.�' — ,� � � �r � / � � ,�� State:-1'��Zip: ��,� � Phone: �� J�� .� , �;�r�r r � ,a , �� .�� .., `„a';„ ��,�. := Contact: Email: '� � �n ��r"��t"�� : , T ` � �� Newr Replacement Repair Rebuild�,Modify Space Work in R.O.W. ��l�?�i��'�i)t'� t� — � — — — — � �� r,� ' �� . � �� `�r�� ; Descriptioln of work: � �� . RESIDEN�TIAL � /S��'c..�n e� ��-�'� /j'1d�/C' ,��1/� ��, Wate�Heater �C? �0�1� �� p� �r�- a �� z;s° �° Water Softener ' -p Lawn lrrigation�RPZ/_PVB) � '�� Add Plumbing Fixtures�Main/_Lower Level) 'x�� Septi System Qa�, s ` ��'��"�� '� � _�Jew Water Turnaround "M1aVi .1�., W j �� k �` �"'� - �R �" I ,,„u:�::�� _l�bandonment � RESIDENTIAL FEES: ' $60.00 Water Heater, Water Soft�ner, or Water Heater and Softener(includes$5.00 State Surcharge) $60.00 Lawn Irrigation (includes$5'.00 minimum State Surcharge) $60.00 Add Plumbing Fixtures, Septic System Abandonment,Water Turnaround*(includes$5.00 State Surcharge) *Water Turnaround (add$21 q.00 if a 5/8"meter is required) $115.00 Septic System New($10.Q0 per as built)(includes County fee and$5.00 State Surcharge) ! TOTAL FEES$ 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. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the dinances 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 t rt itt�o ; that the work will be in accordance with the approved plan in the qase of work which requires a review and approval of plan . X Y Gv li � � I x Applicant's Printed Name Applic nYs Signature *�' t r '�ep �+ M e � ,si C� r . a, ��.� .'�`��"� k "�'��. ^,� �.` �'S�;>u � rf� -. 't ��.�� y�t K ya�r� ^r'� r 4n ��'t � �� ^�'`�`�� r�'��`^° rN�ir4vw a�'��" .,uY��.I�,�,.�'�a^�4�4m'�?��i, i `�,r�I"T �, �`y F��??FF��I� � � �� R�r��v�rd� �� k� �,t �` °: .' .�°"P _ee�� r�' 3 t � 4 `�t�L=s"� .� � � ��i^ � �G:�'a,y �',,J� Mx ,.�,'��i° -�;r dy�,��"�.��p�`�' ��: i �y�� k :: �',�.'�€¢r7 � '��tj1�'��I1S��C��S�: � � ��Ct� � F ��CR�#�"1'�'1 �� `�t k��,��,1�� r�s s� ��'�� d,� <." �`}, �e+"".�"'�.' �v�.� �"' �.a'�'��n�r S w ''` u's ��.*"�'-�.^ , � s�.�:y.�' t=f �a�F, t--. �" . : �_ g� 7dt�+ � ' � : ,�' r �vv� s g .. , � �`,. ��"�,R , � 9� - - i 62r�,`� -` a.�" �i'-M _ � - �a �2�i n, : ,Met�r F�e1��ed Ite�s,� N1�t�r 'e b �,� `F�a�i�:R�d�� z��r�'��Ir��: �,��,:�ff�'��:�-��b��r^�� r . . � �+rr. � a m . , ,.� , .�-.,.,:- �--�-, .._; R �. � � ��_d . ' O NOT WRITE BELOW THIS LINE q SUB TYPES - Foundation - Fireplace - Porch (3-Season) _ Storm Damage _y~'Single Family - Garage - Porch (4-Season) _ Exterior Alteration (Single Family) Multi Deck Porch (Screen/Gazebo/Pergola) Exterior Alteration Multi - - 01 of _ Plex Lower Level Pool Miscellaneous _ Accessory Building WORK TYPES - New _ Interior Improvement _ Siding - Demolish Building* Addition - Move Building Reroof _ Demolish Interior Alteration - Fire Repair _ Windows Demolish Foundation - Replace - Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 96 D ® Occupancy MCES System Plan Review Code Edition / ,&-r- ev SAC Units (25%_ 100%-~-) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction --1 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: _ Footings Backfill - Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: ~j ce t2-Z t 1 , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 7- OF EAGAN Ilot Knob Road Minnesota 55123 81-4675 ON RECaRD PERMIT TYPE; Permit Number: ' Date Issued: SiTE ADDRE t 011. A}t tsE ??? r APPLICANT: tiitivr wr i i I c I k I stpff i{I; i li1il - r ? ? ?, 1,' j •? ;• ?? .;q ?? I PERMIT SUBTYPE: ? I [ lili T 1 hi Fi TYPE OF WORK: I i ri A I P! 1 ! 1 ? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Permit No. Permft Holder Date Telephone # SM! PLUMBING HVAC ELECTRIC EIECTRIC Inspection Date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Fnal Htg. Orsat Test Final Pibg. Pibg. Inspector - Notify Pium6er Const. Meter Engr./Plan Bldg. Final Deck Ftg. ?,S 9 ? Deck Fnal p ` Well Pr. Disp. ? CASH ;ECEIPT CITY OF EAGAN w 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 I. DATE 19 AECENM FROM AMOUNT $ - 8 DOLLAAS ,oo ? CASH ? CHECK ?... - PoR 11 - -- 1..1 ; , . -.k . , L-? . I ( BY C ; ??? Yellow-posom CWV Pink-File Copy Thank You CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT To be used for `' f JWG/CAR Est. Value $123,000 ?'. 16216 Receipt # Date 19 iy Site Address 4115 HAYQNHILL CIR Lot 3 g Block T Sec/Sub. ti ILLS ti! Parcel No. W Name T?% ROTTLUTiD C0. 3NC z Address 5201 B RIVSR RD, #301 City FRIDLEY Phone 511-0304 Name _ Address Clty _ Phone U¢ W W Name ? ; Address < W Ciry Phone I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Slatutes and City of Eagan prdinances. 5ignature of Permitee T. A euilding Permit is issued to: T?E 1=0'frL!l?4D CQ, IAi? 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 R-3 N- i FEES zoning PD bt- 1 (Actual) Const Y-N Bldg. Permil 720. G0 (Allowable) V-N Surcharge 61.50 # ot stones P?an Review 360.00 Length Depth SAC, Ciry ?,•'t-? 100 S.F. Total - SAC, MCWCC 575•Ge S.F. Footpnnts - W C On site Sewage _ ater onn On Site Well water Meter 90.00 MWCC System ? ??? • OC, City Water _ Aoct. Deposit PRV Required - S/W Permit 20.00 Booster Pump - S!W Surcharge i•oc' TreatmentPl 226•00 APPROVALS Road Unit 3 4U „ i1U Planner - Park Ded. council -- BIdg.Off. _ Copies 3, 105. 5 r Variance - TOTAL SEWER & WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. P.O. Box 21199 Eagan, MN 55121 OFFICE USE ONLY PERMIT DATE 3 1 `<- ? / 817 WATER PERMIT # 11i403 SEWER PERMIT # METER # !V 3 5'3 3 ? B.P. RECEIPT # QOfl-,1-71- .Z B.P.RECEIPTDATE 3/23I3c METER SIZE C ISSUE DATE S43'0 - PRV - BOOSTER PUMP SITE ADDRESS LOT: BLOCK ! SEC/SUB APPLICANT: - ? ADDRESS: CITY„STATE ZIR PHONE: PERMIT REGIUESTED 124!??f -• f> SEWFR X WATER - TAPS - COMMIIND ? RESIDENTIAL NEW X EXISTING PLUMBER: `f-C- C '- AQDRESS: I AGREE TO COMPLY WITH CITY OF CITY, STATE Zip EAGAN ORDINANCES: PHONE: OWNER: ` ' ?'' 11"'t ADDRESS: i "Ev `' i SIGMATURE WHEN METER ISSUED CITY, STATE ' . ?-61 ! ? ZIP PHONE: ''?:y ?? ?irlor-n PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORId SEWER PERMITS, CONTACT ENGINEERiNG DEPT. SEWER & WATER PERMIT CITY OF EAGAN 38?0 Pilot Knob Rd. P.O. Box 21199 Eigan, MN 55121 .?- OFFICE USE ONLY PERMIT DATE 3 ! 2 7 / ? " WATER PERMIT # '+tiSEWER PERMIT # METER # B.P. FiECEIPT READER # B.P. fiECEIPT DATE METER SIZE ISSUE DATE - PRV - BOOSTER PUMP SITE ADDRESS ' t LOT ' BLOCK SEC/SUB APPLICANT: ADDRESS: , ' CITY, ?TATE ZIP ? PHON E: ' PLUMBER: ADDRESS: CITY, STATE ZIP PHONE: OWNER: ` ADDRESS: CITY, STATE ZIP PHON E: PERMIT REQUESTED , -1 SEWER X WATER _ TAPS k COMM/IND - RESlDENT1AL NEW x EXISTING I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES: SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. + ? • ' PERMIT # PLUMBING PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE: _ Site ? Name m ? Address c City Phone Name / ,";, r i• [ I 3 Address , p City Phone -!' - ?? ? FEES COMM/IND FEE - 146 OF CONTRACT FEE MINIMiJM - RESIDENTIAL FEE - $10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRiCE GOES BEYOND $1,000.00) OF FOR CITY OF EAGAN A?C_'Q 6O 1-5 BLDG. TYPE WORK DESCRIPTION Res. ? New ? Mult Add-on Comm. Repair Other NO. FIXTUFiES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 -Y-Gas Piping OuUets - $1.50 !?Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE STATE S/C: GRAND TOTAL• -' ' ? CITY OF EAGAN . , 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 . •..-?r?. BUILDING PERMIT Receipt # To be used for `F aw/C4llf Value ;123 ,OOA Site Address ` 115 t-aV:"Ai?.:ILL C'LR Lot Block 7 Sec/Sub. HYLLS OF Parcel No. W IName "'!Ri° R[rPTLif4D CO. INC ; Address 5201 E ;,.I1'7R KD, #$01 0 City 4'RZDLE, Phone 571-0364 Zo Name ur.l.r coj Q Address ? City Phone ' Name _ Address Clty _ Phone I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable 5tate of Minnesota Statutes and City o( Eagan Ordinances. Signature of Permitee A euilding Permit is issued to: THL hOrTLUND C4 , Y j}V on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY Oaupancy R" 3 ?`?? I FEES Zoning PD R-1 (Actuap Const Y"rl Bidg. Permit 7 2 r)•V, (Albwable) Y'N Surcharge 6 ! 1 0 + 8 ot Stories Length - l?$ ' Plan Review ? ?? • '. Depih -4P SAC, City 100•00 S.F. Tolal - SAC. MCWCC r ??•?? S.F. Footprints - On Site Sewage Water Conn On Site Well Water Meter MWCC System xx City Wa1er ? Acct. Deposil PRV Required _ S.MI Perrnit Lii •oii Booster Pump - g,ryy Surcharge 1' L?a Treatment PI 228'VD APPROVALS Road Unit ??` ? • t"' Planner Council - park Ded. BIdg.Off. - COpies 3 1 U5. ?v Variance - TOTAL . Permit No. Permit Holder Date Telephone # WATER L.742I 1' !C SEWER r PIUMBING l . H.V.A.C. ELECTRIC ?/OsL%I Inspeetlon Date Insp. Comments Foolings I Foundation Fra„ing g bS RoofOV Rough Plbg. Rough Htg. Isul. Freplace Z'/ -,4 Final Htg. Fnal Pibg. Const. Meter Plbg. Inspector - Notify Plumber Engr./Plan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. (gt'rtt#irat? ?f (orr?panrn Citp of eagan 111,pM1'f1tlPitf Df llttldtitg lwPt#lon This Certiftcate issued pursuant ta the requirements of Section 306 of the Uruform Building Code certifying that at the time af issuance this structure was in compliance with the various ordinances of the City regulating building corrstruction ar use. For the following: Use Classificafion M/f:AR &dg. Rrmit No. 16716 oaUN-y rra R3,611 - zoning mma PnIR i Trpe consL VN o„M ocB„iK,,g 'IIE ??II.l]AID 00. INQ Add,,. 5201 E. RTV?.'R Im.. FRIffi,EY euWi„B naares 4 115 HAVFNM T. CTR F. t=a;tyL38. B7,, i_ OF SI1IEM7mM o,te: MAY 316 1989 Bw7ding Ofh'E POST IN A CONSPICUOUS PLACE Cities Diizital Oualitv Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. . . . • • PERMIT k ? PLUMBING PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE PHONE: 454-8100 Site Address Lot Block -7 Sec/Sub y Name lt ; ? Address c Ciry 'Phone ? Name 'i 3 Address O City . Phone FEES COMM/1ND FEE - 1°r6 OF CONTRACT FEE APT. BLDGS - COMM RATE APPIIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) -- SIGNATURE OF PERMITTEE CIIY BLDG. TYPE WORK DESCRIPTION Res. ~ New r Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: MO. FIXTURES TOTAL ? Water Closet - $3.00 SD Bath Tubs - $3.00 ?-31-avatory - $3.00 LShower - $3.00 J-Ki!chen Sink - $3.00 Urinal/Bidet - $3.00 1 Laundry Tray - $3.00 ? Floor Drains - $1.50 ? Water Heater - $1.50 Whirlpool - $3.00 j_Gas Piping Outletg - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 well - $10.00 Private Disp. - $10.00 ?Rough Openings - $1.50 FEE: STATE S/C: i - - --- _ ?__--? GRAND TOTAL: l CONTRACT PRICE Site Address -" ? ? Lot -? x Block a? Name ? 9 Address ? c Ciry I , ? L Name 3 Address ??. . O City TYPE OF WORI¢?',- Forced Air Boiler Unit Heater Air Cond. Vent Gas Piping Outlets # Other PERMIT # MECHANICpI PERMIT ?- CITY OF EAGAN RECEIPT # ! 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE -?' PHONE: 454-8100 ? M BTU M BTU M BTU M BTU CFM FEE: ?` . G YP BLD . T E WORK pESCRiPT10N ' ? New Res. Muft. Add-on , , , 7 ; Comm. Repair Other FEES RES HVAC 0 100 M BTU -$24 00 ' . . - ADDITIONAL 50 M BTU - 6.00 (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PEkMIT) - 1 50 EA \-; '._•. . . COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPUES MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS - 12.00 S/C: TOTAL• ?+ • ~'i ? ?- MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000) '• ? SIGNATURE OF PERMITTEE FOR: CITY OF EAGAN CITY OF EAGAN N? 16216 3830 Pilot Kno6 Road, P.O. Box 21-799, Eagan, MN 55121 BUIIDING PERMIT i PHONE:454-8100 Receipt # ?? i1 . r To be used for SF DWG/GAR Est. Value $123,000 Date MARCH 21 , 79-P- Site Address 4115 HAVENHILL CIR Lot 38 Block 7 Sec/Su6. HILLS OF Parcel No. TONESR DGE w IName THE ROTTLUND C0. INC 3 Address 5201 E RIVER RD, #301 ° City FRIDLEY Phone 571-0304 Name _ Address ary - Name _ Address City - Phone I hereby acknowlege that I have read this application and state that the inbrmalion is correct and a ee to comply with all applicable State ot Minnesoia Statutes and Ciry ?Eagan rdir?oc?e_s?.??=? \ SignaNre of Permi[ee A Building Permii is issued to: THE ROTTLUND CO. INC on the express condition that all work shall be done in accordance with all applicable State ol Minnesota Statutes anydy,City of Eagan Ordinances. Builtling Official 7L (UL?J--?4?ddd?? Phone OFFICE USE ONLV Occupancy R-3 M --J FEES Zoning PD-K-1 (ACtual) Const V_N Bltlg. Permit 720.00 (Aliowable) V-N Surcharge 61.50 k ol Stodes Length _ .4$_' Plan Review 360.00 Deplh -4$-' SAG City 100. 00 S.F.Total - SAC,MCWCC 575.00 S.F. Footprints - On Sile Sewage _ Nlater Conn 980.00 On Site Well water Meter 90.00 MWCCSystem xx- Amt DepOSit 30.00 City Water xx PRV Required _ SNJ Permil 70- nn Booster Pump - SrW Surcharge 1•00 Treatment PI 228.00 APPROVALS qwdUnit 340-00 Planner - park Ded. Council Bld9 Off. Copies Variance - TO7AL 3,105. 50 BLDG. P RMITNO. ?& ? ???? ...n._ °Ad 14„l / nFJL?-I- Oi-3210 Bldg. Permit / V V 01-3422 Plan Check () 06 01-3445 Surch./Adm. 01-3446 SAC/Adm. , 01-2755 Surcharge / ? , 75-3860 Road Unit D pc 20-2275 SAC 46- 20-3865 Water Conn. ? 20-3868 Water Trmt. a 20-3716 Water Meter ? ` 20-2252 Acct. Dep. o , 20-3713 Water Permit 00, 20-3743 Sewer Permit ? 00 79-3866 Sewer Conn. 28-3855 Park Ded. TOTAL • DATE: 3/27/89 RE: 4115 NAVEPIHILL CIR., L38. B7. H1LL6 OF SYONEBBIDGE NX_ Your Sewer & Water Permit for the above property has been completed. It will be held at the PLfolic Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO "aLL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Wour Sewer & Water Permit for the above property cannot be completed tor the following reasons: - r' Your Sewer & Water Permit for the above property has been completed, but the meter cannot ' be issued or occupancy allovired until further notice. COMMERCIAL PROJECTS ONLV: Please pay for meter at City Hall. Meter size must be ? confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REQUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. DATE: 3/27/89 RE: 4115 NAVENHILL ClR.. L38. B7, NILLS OF STON6SRIDGE ? Your Sewer & Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. VYour Sewer & Water Permit tor the above property cannot be completed for the foilowing reasons: -? Your Sewer & Watar Permit for the above property has been completed, but the meter cannot ' be issued or xcupancy allowed until further notice. .? <+ COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be I confirmed 6y Biil Adams or Dirk House (Plumbing Inspedors - 4548100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REQUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT POR WATER TURN ON POLICY. Secretary, Building Inspeciions Dept. ?- ? 9 Request Date ire No. F ?M Inspeclion ir R d? Now N?II Notil ? ReaG Ins e t r 3-30- $9 u e es ? No y y p c o When Heatly? 10 licensed contractor ? owner hereby request inspection of above electrical work at: Job Atltlress (SVeet, Bw or Roule No.) Ciry 'A ' I Q Seclion No. Township Name or No. Ranqe No. County D c. Occupant (PRINT) Phone No. aN-I U Power Supplier lWtlress fL Eiectncal Contractor (Compeny Name) ConUactor5 License No. (Y S.R. Mailing Adtlress (COnhac1or or Owner Making Insle(lalion) NuP- Kk) MPLs m 4 AuthorizeG Sgnature (COntractw/Owner Makirg Insiallation) Phone Number J hllNNESOTA STATE BOAR? OF ELEGTHICRV THIS INSPECTION REOUEST WILL NOT GrIgga-Mitlway BIEg. - Room S773 BE ACCEPTED BV THE ST.4TE BOARD 1821 University Ave., SL Paul, MN SS104 UNLESS PROPER INSPECTION FEE IS Pirone (612) 6F2-0800 ENCLOSED. 313 J/t?/q REQUEST FOR ELECTRICAL INSPECTION . ? See instnictions for completing this form on back of yelbw copy. P `U `Z 57 3 "X" Below Work Covered by This Request )EB-i00?001-0] 4111% ew Adtl Rep. TypeofBuiltling AppliancesWired EquipmentWired Home Range emporary Service Duplex Water Heater Electric Heating ApL Building Dryer Other (Specity) Comm.4ndustrial Furnace Farm Air Conditioner Otlier (specity) fqntractor5 Remaeks: Compute Inspecfion Fee Below: 8 Other Fee # ServiceEnlranceSize Fee if Girouits/Feeders Fee Swimming Pool 0 to 200 Amps ta 700 Amps i Transfortners A6ove 200 _ Amps bqve _ Amps Signs Inspecror5 Use Only: TOTAL ?^ Urigation Booms ?? ' ( ?v Special Inspection Alarm/Communication Other Fee I, the Electrical Inspector, hereby certify that the above inspection has been made. fiou9h"in Finei ? oate oace r OFFlCE USE ONLY - This requsst void 18 months hom P 10 8 01 3e i?q , . Request Date ' Fire No. h-in Inspeqion V-ired ? Ready N. - ill Nofity Inspeclor ?9 ( ) ? s ? No When Reatly? I D licensed contractor ? owner hereby request inspection ot above electrical work at: Job Atldre9s (SYrael, Box or Rou[e No.) Cily en i Il Ec? G Seclion No. Township Neme or No. Range No. CWnry Cb Ocapenl (PRINTI Phone Na. *5e 12o4I u' R..1 Pow¢r SupPlier Atltlress LY,.k?rl'a EluLfri? EIeclriwl ConVador (COmpeny Name) Cqniractor§ Litense No. Sunr'i5n rtc, g- Meiling AEGress (COnlraclw or Owner Meking Installetion) 4c) - 83e1? Aue. r.k2l f1'1R-5mrJ ?by43 Authorizetl Sgnafure (COnVaclor/Owner Maldng Instellafion) Phona NutMer ? m 5b6-860U MINNESOTA SL1iE BOMD OF ELECiNICffY THIS INSPECTION flEQUEST WILL NOT Grigga-NlEway BbB. -Room S173 BE ACCEPTED BV iHE STATE BOARD 1M Uniuergity Ave., St. Paul, MN 55104 UNLES$ PflOPER INSPECTION FEE IS Phom (612) 642-0800 ENCL0.5ED. REQUEST FOR ELECTRICAL INSPECTION #Vft ee-ooom-w / ? See insirudions lor mmpatirg Mls form on back oi yNlow copy. ?n T P lQ ff?Q 1- . "X" Below Work Covered by This Request e Add Rep. 7ypeofBuilding AppliancesWired EquipmentWrad Home Range Temporary Service Duplex Water Heater Electric Heating Apt Building Dryer Other (Specdy) Comm./Industrial We 'Furnace ? 5 Farm Air Condifioner Other (spacify) Confrador'8 Remarks: Compute Inspection Fee Below: # Other Fee # ServiCeEnVanceSize Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps °ti 0 to 100 Amps $,(s, Trensformers Above 200 _ Amps Amps SignS Inspector5 Use Only: ? TOTAL Irrigalion Booms Special Inspection Alarm/Communication Other Fee e? ^ I, the Electrical Inspector, hereby tif th t th b i ?/ Rp19""" 4' ,? U? `e ??'.?? cer y a e a ove nspection has been made. Fu oeta ?J- OFFlCE USE ONLY ,,, ..• " ? -• ' ? • Thie request witl 18 monttn.s Irom PLUMBING (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot I{nob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Please complete foc: Single Family Dwellings Townhomes and Condos when permits are required for each unit Date L( 0"3 OLEN,GARY Site Address 4115 HAVENHILL CIRCLE Unit # EAGAN, MN 55123 (651) 686-6450 Property Owner elephone # ( ) Contractor NORBLOM PLUMBING COr (612) 827-4033 Address CiTy • State ip Telephoue # ( ) The AppBcant is _ Owner ? Contractor _ Other Septic System New Refurbished Submit 2 sets of plans and MPC license $ 100.00 Includes County fee. AdditionalconsulWntfeesmayapply. . Alterations To Existing Dwelling Uniy Including $ 50.00 _ Adding fixtures to lower levels or room additions, excluding water softener and water heater _ Abandonment of septic system _ Water turnaround (+ 5/8" meter if needed -$121.00) Other: _ RPZ _ new installatlon _ repair _ rebuild $ 30.00 _ Lawn irrigation system _ Water softener X Water heater $ 15.00 x replacement _ additional rp ` 1I V F A $ 50 State Surcharge 03 K 'A f1V 1 ? I ? Total ? I hereby apply for a Residential Plumbing Permit and acknowledge that the informffi&i is'complete and accurate; [hat the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a pernvt, 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. n? J2.? I?1UC'4??UYV1 Applicant's Printed Name A c t's Signature RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 657-681-4675 New Conslructbn Aeaulremema • 3 regMered site surveys showing sq. k. of lot, sq. M. of house; and ?II rooled areas (20% ma)tlmum bt coverage albwed) • 2 copies of plan showing beam 8 window sizes; pourad tound design, etc.) • 1 set af Energy Calculetions • 3 copies of Tree Preservation Plan H lot platled atter 711193 • Rhn Jolst Deteil Oplions selection shaet (bMgs wfth 9 or less unfls) DATE (o 1Z(v (o Z RemodeVAaneh Reau7ememe • 2 copies of plan • ise[ofEnergyCakulationslorheatedadditions • t sfte survey for extetlor addNbns 8 aecks • Indicate il home sarved by septic system for edd'Abns Ov VALUATION ? 7 I? Z XX SITE ADDRESS q JI5 OA1CrYIY ?i IlGWE MULTI-FAMILY BLDG _Y _ N NPE OF WORK PE(1Y!(7VE eE G<E SI DI0A FIREPLACE(S) _ 0_ 1_ 2 APPLICANT Z1l)L STREETADDRESS / L",U IZ-M/f' > arvUl.h USV/ll TELEPHONE #qS! 2a CELL PHONE # fn1)- 05 0?? FAX # /y)bZIPSS,Uz PROPERTYOWNER ?SA"?V DI?N TELEPHONE# 60'16096-05D ------------------- ----------------- -------------- ----- ---------------- --------------------- -- COMPLETE THIS SECTION FOR -NEW,, RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 MINNESOTA RULES 7672 (4 submission type) + Residential Ventilation Catepory 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Conhactor: Phone # Plumbing system includes: _ Water Softener _ Lawn Sprinkler Fee: $90.00 _ Water Heater _ No. of R.I. Baths _ No. of Baths Mechanical ConhacFor: Phone # Mechanical system includes: _ Air Conditioning Fee: $70.00 _ Heat Recovery System Sewer/Water Contractor. Phone # - D - -? ?i -------------------------------------- -------------------------------- ---------------------- ----?-?-n-? -9- ----- - - I hereby acknowledge that I have read this applicatlon, state that fhe in ormation is c ? tl t?dna gleL. cT with all applicable State of Minnesota Statutes and City of Eagan Ord' ces. Signafure of Applicant - OFFICE USE ONLY Certiflcates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 4/02 OFFICE USE ONLY ? 01 Foundation O 07 05-plex ? 13 16-plex O 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? OS OEplex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Att - Multi ? 03 01 of _ plex O 09 07-plex ? 17 Garage O 22 Poroh/Addn. (4sea.) ? 33 Ext. Alt - SF O 04 02-plex ? 10 08-plex ? 18 Deck O 23 Porch (screened) ? 36 Multi ? 05 03-plex O 11 10-plex ? 19 LowerLevel ? 24 Storm Damage ? 06 04-plex O 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding O 32 Addition O 36 Move Bldg. O 42 Demolish (Foundation) ? 45 Fire Repeir ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDOOrs O 34 Replacement 'Demolitlon (Entire Bldg only) - Give PCA handout to applicant Valuatfon Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Boaster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) _ FinaUC.O. _ Footings(deck) _ FinaUNo C.O. _ Footings (addirion) _ Plumbing Foundarion HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Framing _ Siding Stucco Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insulation _ Retaining Wall Approved By , Buikling Inspector 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 RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55722 651-687-4675 New Constructlon ReauhemeMe • 3 regislered s@e sunays showing Sq.B. of bt sq. ft oi house; and gl roofetl areas (209o meximum bt COVe2ge allowBd) • 2 capies of plan showing Oeam & window sizes; poureA found design, etc.) • 1setWEnergyCakulations • 3 COpies of Tree PreSBrvatiOn Plen 0 bt p12ttCd 8fler 7M/93 • Ran,bisl Delail Optbns Selection sheet (bldgs wfth 3 or less unBS) DATE lD I1 `." I o Z SITE ADDRESS NPE OF MULTI-FAMILY BLDG _ Y _ N VALUATION j! C Z ly Cf FIREPLACE(S) _ 0 _ 1 _ 2 APPLICANT LVIJI' (1 STREET ADDRESS 1284- 5 CRY STATE4&LP 5533 i TELEPHONE # FSqS q2-18 CELL PHONE # IOI LI0FiS 6930 FAX #9S2 o! S/ZX! PROPERTYOWNER TELEPHONE# (PSI'010_?OySb -----------------------------° °---------------------------------------------°---- COMPLETE THIS SECTION FOR ••NEW• RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY I MINNESOTA RULES 7672 (4 submisaion type) . ResideMial Ventilation Category 1 Workaheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Conhacfor: Plumbing system includes: Mechanical Conhactor: Mechanical system includes Sewer/Water Conhactor: _ Water Softener _ _ Water Heater _ No. of Baths Air Conditioning Heat Recovery System AemodeUHeoalr AeaWremeMS ' . 2 copies W plan • 1 set ot Energy Calculatbns for heatetl atldtlbns . 1 stte survey for eMerior adGitbns 8 tlecks • Indicate B home served by seplic system for addMbns Phone # Lawn Sprinkler No. of R.I. Baths Phone # Phone # Fee: $90.00 ------ °-------------° -----------------° ----°--°-°-°-----------°--------°. I hereby acknowledge that I have read this application, state that the i form wlTh all applicable State of Minnesota Statutes and City of Eagan O' c Signalure of Applicant OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ is Fee: $70.00 agree Not Required _ Updated 4/02 OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling O OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Mutti ? 03 01 of _ plex ? 09 07-plex O 17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi O OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage O 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) 0 45 Fire Repair O 33 Alteration O 37 Demolish (eldg)* O 43 Reroof ? 46 WindowslDoors 0 34 Replacement •Demolition (Entire Bldg only) - Give PCA handout to applfcaM Valuation Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bidgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) _ FinaVC.O. _ Footings (deck) _ FinaUNo C.O. _ Footings (addition) _ Plumbing Foundation HVAC Drain Tile Other Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Framing _ Siding Stucco Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows (new/replacement) _ Insulatiou _ Retaining Wall Approved By , Building Inspector Base Fee Suroharge Plan Review MC/ES SAC City SAC Water Suppy & Storage S&W Permit 8 Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total INSPECTION RECORD CITYOFEAGAN PERMITTYPE: suzLDiNG 3830 Pilot Knob Road Permit Number: 020993 Eagan, Minnesota 55123 Date Issued: 05 / 21 / 93 (612) 681-4675 SITEADDRESS: Lor: 38 BLOCK: 7 APPLICANT: 4115 HAVENHILL CIR KOEHNEN BIDRS HARLAN HILLS OF STONEBRIOOE (612) 474-8493 PE oM?K SUBTYPE: TYPE OF WORK: roEw INSPECTION D. . ., FODTINO FINAL ? _ ? ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-32990-380-07 4115 1.0T: HILLS PERMIT PERMIT TYPE: Permit Number: Date Issued: HAVENHILL CIR 38 BLOCK: 7 OF 3TONEBRIDGE ?? ?B ??D3?M G 020993 05f21/93 DESCRIPTION: \ ajj_ _M?-?,?--, f ?.. 8u11ding-_Permit Type DECK Build3ng lJork Type NEW (-'Build3ng length 10 Building Width'-, 12 / ?. , \\ ?/ \ REMARKS FEE SUMMARY: 8ase Fee Surcharge Lic. Search Total Fee $25.00 $.50 Fee $5.00 $30.50 CONTRACTOR: - RPPlicant - sT. LIC OWNER: KOEHNEN BLDRS HARLAN 14748493 0087574 OLEN GARY 1830 KOEHNEN CIR 4115 HAVENHILL CIR EXCELSIOR MN 55331 EAGAN MN (612) 474-6493 (612)686-6450 I hereby acknowledge that I have read this applieation and state thaC' th8 infiormation is correct and agree ta comply with all applicable State nf Mn. Statutes and City of Eagan Ord3nances. ? APPLICANT/PERMITEE SIGNATURE ISSU Y: SIGNATURE REACTI4ATE _ PERMIT 1 ????FYIED MAY 19 1993 --------------- GITY oF EAGAN 1993 BUILDING PERMIT 681-4675 APPLICATION ? SO S% W!.S" SINGLE & Ml1LTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy ' calcs. COMMERCIAL 2 sets of architectural 8 structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month- in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. ? Date 3 ° / 1?__ i„ 9.3 Valuation of work 3,770 j C irc lP c Site Address: ?IS Navep, ?i J . STREET SUtTE / Tenant Name: (commercial only) LOT ?S' BLOCK _-7 SUBD. P.I.D. K Descri tion of work: The applicant is: ? Owner CY'Contractor ? Other (Dasoribe) Name l1 le ti (, rPhone 6?'6 Property LAST FIRST Owner Address !?I/ ?S T4Aq e STREET STE N Lity Ea i u h State Zip Company & V'/01?1 ?Gex he pi Phone y74"q q? COntf8Ct0r Address %'K?4 ue ? y eq C r r License # Ua'7 Exp.3 :3l- qY City F XC e/S/UState ?/V Zip S?5-'W Company Phone Architect/ Engineer Hame Registration # Address City State Zip Sewer & water licensed plumber . Processing time for sewer & water permits is two days once area has been approved. 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. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundatian ? 02 SF Dwg. ? 03 SF Addition ? 04 SF Porch O 05 SF Misc. WORK TYPE '5F4l New ? 32 Addition ? 06 Duplex ? 07 4-Plex ? OS 8-Plex ? 09 12-Plex ? 10 Multi. Add'1 ? 33 Alterations ? 34 Repair GENERAL INFORMATION Cortst. (Actual) (Allowable) UBC Occupancy Zoning # of Stories length Depth APPROVALS Planning Engineering ? ix !2' Basement sq. ft. lst fl. sq. ft. 2nd fl. sq. ft. Sq. Ft. total Footprint 5q. ft. On-site well On-site sewage Building Variance REQUIRED INSPECTIONS ? Site ? Wallboard Footing Final O 35 Tenant Finish ? 36 Move ? 16 Basement Finish ? 17 Swim Pool ? 18 Comn./Ind. ? 19 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous O 37 Demol i sh MWCC System City Water PRV Required Booster Pump fire Sprinkler Census Code ? 5At C Code/ ?irsus ?? -T ?iNSuS u.?cG? ?-- Assessments ? Framing 0 Insulation O Draintile O Fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Oed. Trails Ded. Copies Other Total: v.w.c;a,_ g ? 11 Apt./Lodging 13 12 Multi. Misc. ? 13 Garage/Accessory ? 14 Fireplace /X_ 15 Deck SAC % SAC Units ? ... y ? . . .. . . . -2422 EOIP,fpr150 DfIVO LPNOSURVEYORS -CIVILENGINEERS MCf1fI0I0 FIBIgII(5, MN rJrJIZO J engll?eer?nC??• LANOPLI?NNERS•LANDSCAPEANCHITEQS I (612) 681-1914 ?r* * T I Certiticate of Survey for: THc QO T T L UND COMPA lV f' ' T.£ uat/eRhiff clrcl8 _:Zi? ? NORTH g ? (975,9 .. V. s ? i?.°•oa'QH?i51oaP ?N -P97 i kQ / ? / NWr Stn M`n ry ? si ?38,o?N': I ? g.170 1ti_3B ?o .82 54y, ki l ` ? ' i,?• '-? ? o Z o ??? 8d!•?? ?? 1`EV IEW. y B Date 3 -j7-?'?`? 841. 0 EAGAN ENGINEERINC IUEPT . goo.o Deno(es exisiin flevalron PROvasEQ NOUS£ E[fVATIONS . yoo.o Denoles propod Elevation ? ---- - Uefiofes Dralrlqe ( Utili fy Easement Lowes t?loor? Eie?a?ioi? . Uenoles Drqrna e Flow Arrows Top ot' 8loc% f/eVafroti 077.2 o Denoles monumenf GarL+2 5/ab Elevafl'on = d76•9 Bearrbl's showtiar'e Assurrled L07° BLOCK 7) NILtS OF STONEBRIdGE DI'KOTA GouNTY, MINAI£SOTA 5OE1ECT 7D EASEMENTS OFl1fCOR0 I 6ereLy .:crHly that 16is is a bue and cnrrrtcl .epresenlotiou of r Siorvey of the bounrlvir.s nl Ihe abmr. r drscrihrtd laud. and n Ih^ lor.atinn of aII buildinq5. ?hrrr.in ind all visilde nncroachmenls, il anY. Irom rn on S?id land. AS surveYPd hY me Ihis_?7.?-day ol-Ai(}-e-_A.O. 19-4" ee?: 3?8-?9 u-ry?an N.osc- JCQ?? ? 1 inch , 40 tqet _-???t??T ? ..? - . . . ' '--- - -' - - RORERI 511(ICU ?<). inq91 I rr2.41 ! * 1989 BIIILDIY.G PEHlIIT APPLICATION - CITY OSAG9N I SILaGLE FAMILY DWELLINGS I ? Ir4b I T ? INCLUDE 2 SETS OF PLANS, 3 CERTIFICATFS OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTSs ADDRESSES FOR CORNER LOTS - CONTR9CTOR/BOMEOiiNSR MDST DESIGNATE iiHICH ADDRFSS IS DESIRED. NO CHANGES AILL BE ALLOiiED ONCE H[TILDING PEAMIT I3 I3SDED. MQLTIPLS DWELLINGS RENTAL ONITS FOB S9LE UAITS # OF UNIT3 INCLUDE 2 SETS OF PLANS, CERTZFICATE OF SIIAVEY - CHECB KITH HLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS - - Vae 1s ?sas To Be Used For: ? /e . Valuation: ? Date: 3-/5 -f?9 Site Address iZ 3, DOo' OFFICE U3E ONLY Lot ? Block ? Occupancy R-3 M- l FEF$ Pareel/Sub f?jffS pt- S?2?pG?f^?c Zoning PD ' R - 1 ??• Aetual Const V-N Bldg. Permit ?20,00 ' Allowable ? Surcharge 61•5t? o ?1 a Owner ?y??r?yd ea. // W. # of stories Plan Review 3 .00 Length y8' - SAC, City IOd,Od Address ?J ?. ,j,?/ Depth y? SAC, MWCC 5175,00 S.F. Total Water Conn Oc7 5801 City/Zip Code a'L>Ay_c.; ,'W4 2 Footprint S.F. Water Meter 90.v0 ' Acet. Deposit 30.00 Phone Dn site sewage_ S/W Permit 20.07 On site well S/W Sureharge ftoo Contraetor MWCC System ? Treatment P1. Z 2f3.0a City water ? Road Unit 3 40 #00 Address PRV required Park Ded. _ Booster Pump _ Copies City/Zip Code ?c`yye TOTAL '?IOn.hO APPROVALS ? Phone Planner ^ Arch./Engr. 1z"y? Couneil Bldg. Off. '?zo Variance Address Couneil City/Zip Code ?yn Q ? Phone ll C,n? p. NOTE: Sewer & Water Permit fees and account deposit Pees will be included in the building permit Fee. Processing time for sewer and *rater permits is two days once a lieenaed plumber has applied for a permit at City Hall. The ?1 el4cl c7m. Det?;" ??. = n ?/ALuA-t-?oN ? GARACTE 7 7 X ZZs y`6yX157 r? 2?0 gS?T a(p )(38 =`j?3? X IU= I'35l3Z 4Iau.sIF 1sc F?.oorL f?grnr = `?8? 2x? ' 1 `1 Ibl?l kse = SoBS? Ztio P??ori 135mT : 9k? )KI?/z= ?oio X50= s????_ 122u`Jti ? . ,*? • 4 ? „?.. ?` pion ? engir LANOPLqNNERS•LANDSCTPEARCHRECTS SURVEYOR3•CIVIL ENGINEERS 2422 Enterprise Drive MenJo[a Heiglits, MN 55720 (612) ssi-isin Certificate of Survey for: Tn E RO T T L U/Y D COMPA lV S' ' .re- 7,f gat/e?hi`l 8jss B c-? Noaru 87y o ' S? 3, g Tp' 97 M i ?Co -Y a hp1la? ??' /N° z?.i3 ? o I ? .+ ? J10,;4 Q.NN? .. . ? Q?1^ . !$1 SV(?.871.67 ?i '? r ?'?? 93.g2 i?^?27__ .: I ?15•y o roh pP°r6f ?7 Y / . ? NpV?. SPp 'MM G I/ W 88.y,?38'? 0 l 4l.O. 3g 8Z, I `'? ? a \\?? 861??` \? ? ? °?f REEV ?(? n ? EW? By G?5 SS''W ? ? J Date 3-r7-09 841, 0 EAGAAT EIVGINEERING I7EPT r 900.o Deno(es exislin Elevalion PaoaosEO NDUSE E1EUA710NS . yoo.o Deilafes propo d Elevotion Lowest FloorEleva?ion = A69•5 ---- - Uenofes Orcxinae iUti(l fy Easemetrf - benofes Drqma e Flow /arrows Top or' elock Elevafion = 8n 2 o Denoles monumenf C?iaral,' 5/ofi Elevafiot7 = E76•9 Bearinls shownare assurrled LOT 3?, BlOck 7114ILL5 oF STONEBRldGE QnuoTA COUNTY, M?^wti'ESOTA SUBJELT 7D EASEMENTS OFqE'CURd i harrthy certify that this is a Vue and rnrrrct represenlotimi pI T SVrvC.Y OI (IIP, FIOUOCI:IfIPS pI 1F1P. AFOVP, fIa.5CI1F]C[I Ialnfl, BIVI O th^ locatinn ol all hUilding5. Ihrreon, mnd all visiblP. encroachments, if nnV. Gorn or ou Snid Innd. A5 5urveYPd bY me this4-54-rlaY of4Ip1(A.O. 194. Qe?: 3-B?Sg u?ppEn Noose /J Scale :1 inch = 40 F(id ? r! ? flz • Yny R6RERl.. SIKICII L.S. ftF!:. iO. 1A9^1 "--- 1 .1 I ;1 • . I-lv'? r?;?.l , , . . ` t. ,,.., ::>•,'. :f 1 .• 1 EXTERIOR :.ENVELOPE AVERAGE "U" COMPUTATION OWNER ?dTTLV ti-/D LO. SITE ADDRESS CONTRACTOR SA?I? DATE PHONE Determine working square footage of each. 1. Total exposed wall area ... ... 2 4 `'7 7 2. Total roof/ceiling area ... . / U'? Z sq. ft. x 277,17 sq. ft. x' 426 =;2 6- `G 3 Total exposed wall area above floor = -2 1 / a_ Tntal mall vinAnm araa """'""""'""'"............ ?`6 'l b. Total door area .................................... c. Total sliding glass door area ....... ,........... - d. Total fireplace wall area ......... ............. -- e. Total wall framing area (average 10%) ............... 1°1l f. Total net wall area ahove floor .................... 17/5 g. Total rim joist area ..... . ....................... 2$`1 Total exposed foundation area = G Z h. Total foundation window area ...... ............?••.• C? i. Total net foundation area above grade ............... 5"3 _ Determine "II" value of each wall segment. a. I gjGl g "U" a i `f p2v0G b. x "u" ,07 = 3.°t 2 C - X ,lUll d. - g nUn e. g uUn I(o,6Z f. 171s X ,,U„ -7?oa3 ? g, 20 s' X 11U11 .as?o a ii, 3 (11 h. g --U-1 3 x „U,, va?6 =?• ?3 3 ................. ............ ......... Tota1 If item 11 3 is the same as, or less than item lll, you have met the intent of SBC 6006(c)2. 1 i /G3Z j. Total skylight area ................ ..... 6 k. Total roof/ceiling frazning area ............ ( Z 1. Total net insulated roof/ceiling area ..... 96 ti Determine "U" value for each roof/ceiling segment. Total exposed roof/ceiling area = / U 37- Total gross roof/ceiling area = (C::, x "u" k. 2 x "u" 1. `f x "u" s`/=f ° 2o6`f 6427 = /bG 7 .o2S = ??viU 4 ..................................... Tota1 = 2 B.v ( If total of !14 is the same as, or less than 112, you have met the intent of SBC.6006(c)1. To utilize the total envelope system method, the values estahlished by the sum of items 113 and 114 shall not be greater than the sum of items 111 and 112. 1. 277017 + 2. 2 6,`63 = 30°/oOe ?., 3. 2/`?•g? + 4. 2 S.Y/ ?'??f3.2? ? WHLL SC;U'1'lU.. , t•hJR :: u'°e 10% of opaque wall area for . Irame construction l. JSer L, .Scral J1TI L7. o`.'f?. , •.? FRhYIE i7ALL : J ? .. 'J. . . '.: .. . ." ? J U1] 4 Const? n : r•.;.:. R-Value 1. Interior airrfilm ' .2. IZ,P i3 2 D 0.68 0 4 S 3. 1 x(? s-T[id S 9. 25-132 SHre,- S. $/GY-fiLs UVG/< FELT I 6 2 ro 6: Exter;nr air fxlm 0.17 . TotaJ. v? oag-7 1. Tnterior air film 0.68 2. (3TZ' D o S`S, . 3. PUL L 9. 25-/32L 'S/"YTCr 2 OG ' S. 5/d??liU oVEK? .F. EL? ) 02 ?, 6. FScterior air film 0.17 ' Total 2 3, 6 Z' : - ,. , (/= oa? Z 1, Interior air film 0.68' 2. ? X_ 1?I r/( /6•i'S8. 4. 2SHTU z ?e•2 ?c 6. Exterior air film 0 17 ? ? - Total . 2 $.O S 1. Interior air film . 0.68 2• ?-l/ /•vSriG // UG 3. 2?l Fu2 2 t rr ? 4. /2'1 CO.wc, /3COC(?. /s?$ 5. ' 6. Exterior air film 0.17 Total /3e13 , . , ; .. l/-_ .O•7 (o ? n . r . . •?r.-..??f'Tk • ,? ? ? ? . ? ?? ( V • ? • ? ?, . b . ', III = Fzc. ?t? ?r? k .., ?; • '?' . .? iQ I ??- ? /![ !? •? p, ? ??? • ,_ ? . )f /? / .? . .. il3 , . '. T__"' y ? '° ` t? • . . ??•'. ,.ROOP/CCTLING . , ` • ? ' ,? ' • . • . ? ?. ? r . ? . , . . . ? ? . Const•rucl•ion R-Value ? Interior air film ? 0.61. ' ?• S/fZi" C7Y1? 'I3 (ZO o S8 I? '? l ??,n 3. Q?owti ,tis?? ? •??' ? II I I?I i ?; .?`?nI • ? 4. Exterior air film (still . 0. ToL•al 3Cfo80, , '? ?. , L ? .? • ?.° ? ' ? ?? . ? ?, ? . v = ;vzs . . ? . Ven[ed Heat flow-' • ? ' . • ' . ? ? . • up ,. ? '? .i ?• i : • . • ' ' ? ' FIG. j5 I . ? ' 1 . • ? , : , . • , 1 . . ? • ????-- ? . . . , . . . .. ? . , . . . _ . . . . . . . 1. Interior.air film 0.G1 ? • 2. Cv YP RN-- D 5 g ?. ' 3• iNSVL ovE2 r/ZUSS ' 3?? ?q • '. 4., Erterior aii film sti 1 , . . • . . . Total• 36+-7? • 14 "M • _ ? . ' , . '. • •• . - •• . . • .. ' . . . . . L@ L6 1 Ne:.c flori op •vent,ed• . . . . : ? ? ? • .. ? . i i , : ? . • ;; '• , , . • , ,£IG. Ik6...1, ? '•„ !? , ? • . , i •- • • _--.3 -; ?, . : _:5. . - • . . . ., , 1. Tnsi.de ai.r Pilm 0.61 2. • ? ..ti1. ?,?~?a? .r.??.?Y'ja 5.... . -. j. , 4. . ?'.??^'?;?•?:.:;;•;•;•, • " ??.•'• •' ? S. Outside air film 0.17 ' r? ? • ? Tota1 . . , ?. . _ ? . . ,,. . . . •. . . ??• ••. , ' . . . , •?_:N03-?"pp,p?. , ' NoL•c: Use addi.tioi7a2 sheets df more cpaco is . ' • neeQed for details and calculations. f . ? HeaC ' • . ' • • • ' , • ?f1oW up ? '. ' '. .. _. . . ' ?. . . • . 0M0)W#'* ),l•'l,t* * *n:Y,t?'Xs??M)Re<•l,Skck+C?X: f]'tTY UF EAGAi! (;ASH7:IH.I;:c J3 i"[::RM:in!Pd._ NQs 739 PFi1Er. 00l:I.H/99 i3:24:54 NAME; IJa..SfGNL:'.R. ItCicir-i:rir :,vsre.M'c +xHO 9001 WJ ??AVr+JHlI_.L .I.2J.f'?J 055 90tt01 4115 rinV,-.Ni{:i:!_L .,.na Tn':]:1. Pi,r.,:•cE1S.Gt Artinilni: r :I.r £?.2;i GFi 1. i. 5E,Q6 USrR '[T?. .1F?\ ?X?k?mm?X:>Kk9Fn't1k9nY6i$?%t;k Hd;v,:v??M?k:.:g;%XM ??:,6su?kk?X;;X:XX? O 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL)?I J CITY OF EAGAN 1 ??• 3830 PILOT KNOB RD - 55122 651-681-4675 New Conshuction ReauiremeMs Remodel/Reoalr ReauhemeMs D 3 registered sRe surveys showing sq. fl. of bt, sq. H. of house and II rooted meas (207, maxtmum lot coveraae albwed) D 2 copies of plans (show beam R wlndow shes; poured Md. design; e1c.) D 1 W Of !D@fgy CGINIOHOOf D 3 copies d h resenaNOn plan U l01 plaHed aMer 7/7/93 DATE: ? I -? ` !2 (? DESCRIPTION OF WORK:<6? `re- l STRER ADDRESS: IOT: _V6 t?- BLOCK: 2_ SUBD./P.I.D. #: Wk ? 2 copies of plan 1 set of energy calculalioro for heafed addHloro 1 aMe suney lor exforlor addMbns 3 decks CONSTRUCTION COST: - '57??'a- `- jp__ Name: kr Phone #: PROPERTY Last First ` . OWNER (?/ / ( Sheet Addrszs: ' l , ? ?/? l? : City State: AA /1t Zip: S?SI 2f73 Companqs-J? L uL-sm.. E?:ll ? Q^wc, Phone 1F: (Z zo ° (area code) CONTRACTOR /? Street Address: ? 3? r/? JL%-e-? C? License # Exp. o/ Cify f?'rkSJ-ue State• M? Zip: ?5?337 ARCHITECT/ ENGINEER Company: Name: Telephone #: area eode ( ) SheeT City Sewer i water Ileensed plumber (reaulred for new conshucfion onN): State: PenaMy applles when address change and lot ehcnge h requested onee permR Is Issued. t hereby acknowledge that I have read thls applicatbn, stafe fhat the Sfcte of Minnesofa STatutes and CIFy of Eagan Ordinanees. , Signalure ol Applicant: OFFICE USE aNLY Certificates of Survey Received _ Yes Tree Preservation Plan Received _ Yes _ No - No - Not Required Registratlon #: Zip: and agree to comply with all applicabl , ?J A1!G I T jap OFFICE USE ONLY BUILDING PERMIT TYPE O 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) 9--02 SF Dwelling ? 07 5-plex ? 12 12-plex ? 17 Garage ? 22 Porch/Addn. (4-sea. ? 03 1 of _ plex ? 08 6-plex ? 13 16-plex ? 18 Deck ? 23 Porch (screened) O 04 2-piex ? 09 7-plex ? 14 Apartments ? 19 Lower Level PK ?24 Storm Damage ? 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pooi ? 25 Miscellaneous WORK TYPE 0 31 New ? 35 Tenant Impr O 39 Gas Line Only ? 43 Siding/Soffits/Fascia O 32 Addition ? 36 Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors ? 33 Alteration ? 37 Demolish Bldg' 41 Wood Stove ? 45 Fire Repair ? 34 Repair ? 38 Demolish (Interior) 42 Reroof • Give PCA handou to applicant for demolition permit GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width Basement sq. ft. Main level sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Census Code SAC Code No. of Units No. of Bldgs MC/ES System City Water Booster Pump PRV Fire Sprinklered APPROVALS Planning Permit Fee Surcharge Pian Review License MC/ES SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: Building Engineering Variance Valuation: $ , SAC Units % SAC oF 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55142-1997 PHONE (612) 454-8100 FAX: (612) 454-8363 October 4, I941 Joan & Paul Kappes 4115 Havenhill Circle Eagan, MN 55122 RE: Foundation Settlement L38, S7, Hills of Stonebridge Mr. & Mrs. Kappes: The founda[ion was dug out and retested by Braun Engineering 7HOM.aSEGAN Maya DAVID K. GUSTAFSON DM,IELA McCREA TIM VAWIENTY THEODORE WACFiTFR Council Mambers THOhL4$ FIEDGES CM1y / dminktrMp EUGENE VAN OVERBEKE City Cierk After the soil was brought back up to grade, we made an inspection of the footings. The footings were tied in properly foundation prior to being backfilled A second inspection was made on the All work appeared to be proper as per code. Sincerely, ? - - -?? William Bruestle Lead Building Inspector WB/ns THE LONE OAK TREE...THE SYMBOL OF STRENGIH AND GROWfH IN OUR COMMUNIN Equal OpporfunirylAHirmaTive Action Employer MEMO TO: DALE C. RUNRLE, DIRECTOR OF COMMUNITY DEVELOPMENT FROM: DOUG REID, CHIEF BOILDING OFFICIAL DATE: BEPTEMBER 15, 1969 SUBJECT: 4115 HAVENHILL CZRCLE LOT 38, BLOCR 7, HILLS OF On September 12, 1989, during routine inspections, Plumbing Inspector Bill Adams spotted a crew replacing blocks on the foundation of an existing home at 4115 Havenhill Circle. He stopped and talked with the construction crew who stated that they were redoinq a foundation that had settled. Craig Knudsen of the engineering department was contacted to see if this was a City project. Yesterday morning Craig Knudsen and Bill Bruestle found it to be a City proj ect-- install ing a storm sewer through two lots. An appointment was set up for an 8:30 inspection by Craig, Bill, Scott (the superintendent of Rottlund Construction), and myself. Scott explained what has taken place with this home. The east wall had to be torn down and rebuilt, and the foundationJfooting area had to be solidified in order to get down to load-bearing soils. This was being done in coordination with Braun Engineering. There was not a problem with the City's storm sewer project; it was the sanitary sewer main that ran along the rear property lines of this project which were excavated out and were not re-compacted. The excavation boundaries were inside the foundation area of the home. This sanitary sewer comes from the Country Hollow area and ties into the City's sewer system as it c:omes ac;ross Dodd Road. Craig is going to check with the engineering department to see if this is a public engineerinq project. I pulled the file for Lot 38, Block 7, Hills of Stonebridge, and found that the buildinq permit was applied for on March 15, 1989 and picked up on March 21, with completion of the home on May 31, 1989. The superintendent from Rottlund Homes stated that the homeowners have been very cooperative and that Rottlund Homes will restore the home to its original condition before settlement. All bills are beinq turned over to the developer who will then turn them over to the City. It is my concern that if the City was aware of this situation, the building inspections department should have been notified so this could have been followed-up earlier. I will forward more information to you as it becomes available. CFFief ?Iding ?fficial DR/mq hh? ?MLJcity oF eega 3630 PILOT KNOB ROAD TMON?5 EGAN A EAGAN, MINNESOTA 55122-1897 W/Ot PHONE: (612) 454-8100 DAVID K. GUSIAFSON FAX: (614) 454-6363 . PANFV`M:CREA TIM DAWLENTY - THEODORE WACHIER November 28, 1990 CO1fol"embers THOAM$ HEDGES ' CM Administrator EWENE VAN OVERBEKE CM [lerk MR GREGORY J REVERING GAB BUSINESS SERVICES ZNC 380 IAFAYETTE FREEWAY ROAD SUITE 118 PO BOX 70007 ST PAUL MN 55101 Re: GAB File Number 56542-10076 Lots 37 & 38, Block 7, Hills of Stonebridge Addition City Contract 87-21 Dear Mr. Revering: In reference to our telephone conversation on Monday, November 26, 1990, relative to the above-referenced GAB file number, the City has been contacted by Larry B. Guthrie on behalf of Ronald C. Helmer of United Mortgage. Your files will indicate a claim by United Mortgage for expenses incurred as a result of what United Mortgage claims to be improper utility trench construction compaction in the building pad areas of the above-referenced lots as a result of utility construction under a City contract. It seems as though United Mortgage is desirous of challenging your denial of the claim as referenced in your correspondence dated February 27, 1990, to United Mortgage Company. At this point, the City's contractor's warranty period expires on December 6, 1990. If there is a potential for a claim against the City, it seems appropriate to advise the contractor, regardless of the liability issue, of a potential claim under the warranty provisions of the contract. This notification should be made this week. Please advise. Thank you for your assistance in this matter. Sincerely, cc: Gene VanOverbeke, Director of Finance Thomas A. Colbert, Director of Public Works D Pat Wilcox, City Attorney ?, r• Jerry Bourdon, Bonestroo, Rosene, Michael P. Foertsch, P.E./L.S. v Anderlik & Associates Assistant City Engineer MPF/jj THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN Equal Opporfunity/Affirmative Action Employer Cu+,Ja,'n¢R :n??racd OF 3830 PIIOT KNOB ROAD EAGAN, MINNESOTA 55142-1897 PHONE: (614) 4548100 iAX:(612) 454-8363 December 7, 1990 MR MICHAEL TUPPER GAB BUSINESS SERVICES 9531 W 78TH ST SUITE 220 EDEN PRAIRIE MN 55344 THOMlS EGAN Nayor DAVID K. GUSTAFSON PAMEIA McCREA TIM PAWLENN TIIEODORE WACHiER Council Members MOMAS HEDGES Ciry Admininraror EUGENE VAN OVERBEKE City Clerk Re: C3AB File No. 56542-10076 City of Eagan contract No. 87-21 Lots 37 6 38, Block 7, Hills of Stonebridqe Addition Claim Reqardinq City Utility Contract Dear Mr. Tupper: Per your request, I have attached the most recent information relative to the above-referenced claim which the City has received from Larry B. Guthrie on behalf of United Mortqage Corporation. Some of the attached information may be a duplication of the previously submitted material. Also attached is a copy of the contract documents for City Contract 87-21 between the City and Austin P. Keller Construction Company. If you need additional information, please advise. ' cerely, Te? M chael "?'?w",` P? ch, P.E./L.S. Assistant City Engineer MPF/jj Enclosure cc: Tom Colbert, Director of Public Works Gene VanOVerbeke, Director of Finance Pat Wilcox, Assistant City Attorney Jerry Bourdon, Bonestroo, Rosene, Anderlik & Associates THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN Equal Opportuniry/Aflirmative Action Employer ?,S- F/ 9 7 SASEMENT THIS EASEMENT, made this 8th day of SePteniber , 1988, between THE ROTTLUND COMPANY, INC. , a M=esbta corporation __ , herein referred to as "LANDOWNER" and the CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "CITY". WITNESSETH: That the LANDOWNER, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the CITY, its successors and assigns, permanent easement for drainage and utility purposes, over, across and under the following described premises, situated within Dakota County, Minnesota,_to-wit: The east 10.00 feet, as measured along the east line, of Lot 38, Block 7, HILLS OF STONEBRIDGE, according to the recorded plat thereof. The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the CITY, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits, mains or ponds and the further right to remove trees, brush, undergrowth and-other obstructions. After completion of such construction, maintenance, repair or removal, the CITY shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. And the LANDOWNER, its heirs and assigns, does covenant with the CITY, its successors and assigns, that it is the LANDOWNER of the premises aforesaid and has good right to grant and convey the easement herein to the CITY. IN TESTIMONY WAEREOF, the LANDOWNER has caused this easement to be executed as of the day and year first above written. THE ROTTLUND COMPANY, INC. a 44revfv e-SmT?2. m s- By : I g -- STATE OF MINNESOTA ) ) SS. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this $th day of Septenber , 1988, by THE ROTTLUND COMPANY, INC., a M;nneggta corporation , on behalf of said coY'Poration THIS INSTRUMENT WAS DRAFTED BY: McMENOMY & SEVERSON, P.A. 7300 West L47th Street P.O. Box 24329 Apple Valley, MN 55124 (612) 432-3136 JPE C?;')/,L? ?-h' Notary Public XMMMNMAM?N?vvNnMMMn,hkMMA e • PAULA A. LUKIC NOTARY PUGLIC - M{NNESOTA HeNNEPiN CO;:NTY My Commissiun [xpims OCL 05,1990 a wwnivVVAvwwvwvvw??NwwWnvv. -2- fqCQN OUTZ r ` L ` , a / .. ( ` ? % ' ? i.,?•?. : I 1' Sc % ' ? / , r =F . `. ?5 ? •??. rq ?q/oN M4A,)V Ft SE? T/0/y ?!- `?'? ?. W co -0 6oR My 1p - , ? ? ls9 6 JA YRFqNFiy 52.9q' S ? Q w? e ENt AS 1) /R C COAf? R\ ? ? . ? ? i ..' . NAEN . . 2716. ?ZAo v, _r95 C J. IRCL? s,qN ?8y 0 . OF 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (614) 4548100 FAX: (674) 454-8363 December 4, 1990 AUSTIN P KELLER CONSTRUCTION COMPANY 481 FRONT AVENUE ST PAUL MN 55117 THOMAS EGAN NdyOr DAVID K. GUSTAFSON PNAEIA AKCREA TIM GAWIEMY THEODORE WACHiER Council M¢mbers THOMA$ HEDCE$ Ciry Atlministrator EUGENE VAN OVFRBEKE City Clerk Re: City of Eaqan Contract 87-21, Project 491A Eaqan Hills Farms Trunk IItility improvements Lots 37 8 r38, Block 7, Hills of Stonebridqe Addition Claim ReqarBinq Improper Utility Trench Backfill NOTICE OF CLAIM Dear General Manager Austin P. Keller Company: Please be advised that the City of Eagan has received various complaints and potential claims from United Mortgage and Braun Engineering claiming that United Mortgage has suffered damages on the two above specified Lots in the Hills of Stonebridge Addition and that these losses and damages were caused by your company's improper and incomplete compaction of the sanitary sewer trench backfill which you constructed for the City of Eagan under Project No. 491A, City Contract No. 87-21. While the City does not admit the correctness of any of the assertions made by United Mortqage regarding the alleged damages to Lots 37 and Lot 38, Block 7, please be advised that if, in fact, United Mortgage has suffered any damages which were caused by your work in the vicinity of the subject Lots, it is the City of Eagan's position that under the terms of the contract between your company and the City of Eagan, your company is liable for any and all claims, damages, liabilities and other losses which the City might be subjected to due to the subject United Mortgage claims. Once again, in advising you of these claims, the City of Eagan is in no manner agreeing with the assertions made by United Mortgage, but is only putting you on notice of these claims and advising you of the City's position regarding your liability to the City if the claims are, in fact, valid. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROVJfH IN OUR COMMUNIN Equal OpportunHy/Affirmative Action Employer AUSTIN P KELLER COMPANY DECEMBER 4, 1990 PAGE 2 2 am enclosing for your reference a copy of Braun Engineering's September 4, 1990, letter to United Mortgage which summarizes the apparent claim regarding Lot 37. While the alleged damages to Lot 38 are not discussed in this letter, it is our understanding that United Mortgage is claiming the same type of damages for Lot 38. If you wish to discuss this matter in greater detail, please contact me at your convenience. S' c r, ly, ?????? Mic ael P. Foertsch, P.E./L.S. Assistant City Engineer MPF/jj Enclosure cc: Michael Tupper, GAB Business Services Gene VanOverbeke, Director of Finance Pat Wilcox, Assistant City Attorney Jerry Bourdon, Bonestroo, Rosene, Anderlik & Associates Thomas A. Colbert, Director of Public Works MINxESOTA Mmneepolis Hi?Uiig SI. Claua Nuthesler SI. Peul AFFILIATEO OFFICES NORiN OAKQTA u???1w"k wfwswll Mmul MONTAMA 9ee,ufIs tiozeman IlLIN01S chicoyo JS.O,eun P.E. Cawuuu G. lou>e. PF. Geo. 0. KlueinyAe, P.E. Pao[ n Aiwelsou Davio fl. Hauslcr.BE. Nwjcr Y. Bimnywsl. NiU lamcsJ Crai9 Ji.,P.E Ualc H. Allcn. N.f. Wm. M. WeyiauCh. N.E. Ihmud: fl dluuNcry MNieel M. Meuei. P.E. Kutl E. Daoidk Nouuan E Ndll H?y A. Huoei.P.E W, Iliaw N. Cotly. P E. AFFILIATED COMYAHIES 8iuu11 Enmiunniemel LsLOmioues.lnc. f{IJYIIPJVLIIII'I1: ic.iwuwylv,, eic. ? ? ?.. ENGINEERING TESTING wuan.u .. Qudmy Sorv,ces SaiC2 1957 CONSULTifvG ENGWEERSi GEOTECrtNICFL nND GIATERInLu Hep1y lo atltlress/phone N: 6950 West 146th Street, #131 Apple Valley, MN 55124 (612) 431-4493 FAX (612) 431-3084 September 4, 1990 United Mortgage Attn: Mr. Ron Helmer 8300 Norman Center Drive, #1000 Bloomington, MN 55437-1091 RE: 86-772B EXCAVATION OBSERVATION AND COMPACTION TESTING Lot 37, Block 7 Hills of Stonebridge Eagan, Minnesota Dear Mr. Helmer; As you requested, we have provided excavation observations and compaction testing for Lot 37, Block 7 in the Hills of Stonebridge subdivision. The purpose of the excavation observations was to aid in evaluating that the previous placed fill was removed from the footprint of the house and its oversizing, and to evaluate the natural soils at the excavation bottom for house and fill support. Also, during our observations we tried to determine the lateral extenL or the backfilling for the deep utility trench placed at the rear of the house. The purpose of the compaction testing was to aid in determining the density achieved in the fill subsequently placed for house support. Excavating and backfilling of this lot was completed during the mass gradinq in the summer of 1987. Braun's observation and compaction test records indicate we observed the lot on June 9, 1987, and tested the fill on June 11, 1987. A soil investigation of this lot was performed in August, 1989, due to problems that occurred to the house to the west. Braun's soil report dated September 27, 1989, indicated loose to very loose silty sand fill was encountered below the upper 5 feet of the proposed house pad. In this report we recommended all the existing fill belov the house pad and its oversizing be removed down to natural soils. The existing 86-772B United Mortqage - 2- . September 4, 1990 fill could then be reused and recompacted. For more information why we recommended the existing fill be removed, we refer you to our report dated September 27, 1989. EXCAVATION OSSERVATIONS Excavation observations on this lot were performed by an engineering assistant from April 23 through May 1, 1990. The existing fill was removed from Lot 37, Block 7, exposinq naturally deposited silty sand. The fill was removed in 12 to 15- foot strips starting at the rear of the lot. During our observations, undisturbed natural soils were encountered at elevations ranging from 847 to 864 feet. The natural soil generally consisted of fine to medium grained silty sand. Based on the turning resistance of the hand auger probe, the soil is estimated to be in a medium dense condition. The excavation extended to the east and west lot lines, which allowed for approximately 15 to 20 feet of oversizing along the east and west proposed house lines. The north and south excavation limits extended to the proposed front house line on the north side and approximately 23 feet south of the proposed south house lina, which allowed for a minimum of 20 feet of oversizing. Adjacent to the existing sanitary sewer, the existing fill was removed to elevation 843± feet, which is within 8 feet or the sanitary sewer invert elevation. After the existing fill was removed, the natural soil slope was benched prior to replacing the excavated fill. COMPACTZON TESTING The fill which was removed from Lot 37, Block 7 during the excavation was reused during the backfilling of this lot. The fill soils generally consisted of silty sand. A total of 16 compaction tests (#1 through $16) were performed from April 23 through May 4, 1990. The compaction tests met or exceeded the recommended density of 95% of standard Proctor. The compaction test results are attached to this report. ???? 86-772B United Mortgage - 3- September 4, 1990 Based on our excavation observations, it appears the existing fill was removed from the house pad area and its oversizing. The natural silty sand soils encountered at the excavation bottom were judged suitable for house and fill support. Based on the compaction test results, it is our opinion that the fill placed was suitable for house support. Based on our observation of the excavation and the soil borings previously completed, it is our opinion that the backfill for the utility placed at the rear of the lot encroached into the house area and its oversizing. The attached sketches indicate our best interpretation on how the backfill of this uti2ity trench extended below the house pad. GENERAL REMARRS Services performed by the geotechnical and materials engineers for this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, expressed or implied, is made. 86-772B United Mortgage - 4- September 4, 1990 If you have any questions regarding the information contained in this report, please feel free to contact either Ray Huber or Greg Padelford at (612) 941-5600. Very truly yours, GJP/RAH:cros\ENG\RPT\86-772B 8 N ENGINE R TESTING, INC. A G,?? -_? Gregory J. Padelfor? Senior Engineering Assistant Professional Certification: I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesqta, / ?, Attachments: Sketches (3) Compaction Tests Proctor P-1 cc: Centex Homes Corporation Attn: Mr. Kevin Clark 'A.Vb[ub'er, P.E. ior Engineer istration Number (#1 through #16) Bonestroo/Rosene/Anderlik Associates Attn: Mr. Jerry Bourdon Pioneer Engineering Attn: Mr. Peter Molinaro City of Eagan Attn: Mr. Bruce Bruestle Building Inspector Enebak Construction Attn: Mr. Tip Enebak 15329 ?"u•?? LE6END 4? Center of cul-de-sac. 0 ? Approxirate location of standard penetration test boring. * Manhole 0 flimun" Property corner. / 86-7728 SOIL INYESTIGJ1TI0N Haren Hill Circle Lot 37. Black 7 Hiils of Stonebridge 9-1-89 I°tin 840' ! • = 40' T O T THE INCH OR A ? ? - 86-7720 SO1L INYCSi1G11TIDN Ilaven 11911 Circlc lot 37. Rlock 7 llills of 51onc6rid9c Cagan, Rinncsota Seciion A - h' MADE IN U.S.A. Uuke: 8-3]-A9 7-3] -90 TCII/f,ii' ]' = 10' lOAlOTO1NE INCN MADE ItJ U.S.A. 86-772R SOIL INYESTIGATION Iiaven Ilill Circle Lot 37, Block 7 . Ilills oi Stonebridge Cagan, lSinnesota sect;oo n- n' I oeie: 8-31-89 Fevised: 7-31-90 Drawn: TCI' /GJr scnie: 10 = 10, REPORT OF FIELD COMPACTION TESTS MINNESOTA: Miimeapohs, HiUbmg, SI. CIOUA, Rochesler, Si. Pnul Aeply io: 6950 W. 146th St. #131 Apple Valley, MN 55124 (612) 431-4493 Client:United Mortqage Mr. Ron Helmer 8300 Norman Center Dr. #1000 Sloomington, hIN 55437- 1091 ENGINEEHING TESTING o?'„d; scra,? S.r,,:c iv:,; AIhx.1.O 0111.1 '. Date: May 23, 1990 Project 86-772B Report #:1 Proj ect Description:Lot 37,B1k 7 Hills of Stonebridge Eagan, MIII Test No. Da[e Soil LU.iI • Classification Op[imun Moiswre Maa. La6 Ory Densiry (PCF) In Plece X Moistur Percent C aCiion Cumen[s 1 4/23/90 P-1 SM 11.6 124.7 11.3 P22 985 lA 2 4/23/90 P-1 SM 11.6 124.7 10.7 99 t95 lA 3 4/25/90 P-1 SM 11.6 124.7 14.0 955 lA 4 4/90 P-1 SM 11.6 124.7 14.0 95's lA 5 4/26/90 P-1 SM 11.6 124.7 12.3 120.5 96S 95 1A 6 4/26/90 P-1 SM 11.6 124.7 12.3 123.1 98 95 ln 7 4/26/90 P-1 SM 11.6 124.7 13.0 119.9 96 95 lA XX Nuclear Method ASTM D 2922-81 Sand Cone Method ASTM D 1556-82 Bench Mark: XX Standard Proctor ASTM D 698-78 Modified Proctor ASTM D 1557-78 Tesc No. Test Location Eleva[icn 1 1915 ,71E of SW corner lot 37,B1k 7 846 2 151S ,31E of SW corner lot 37,B1k 7 849 3 815, 151E of SW house corner Lot 37, Blk 7 851 4 51N, 281E of SW house corner Lot 37, Blk 3 853 5 51S, 81E of SW house corner Lot 37,B1k 7 855 6 10'N ,22'E of SW house corner Lot 37, Blk 7 857 7 171N ,351E of SW house corner Lot 37, Blk 7 859 1. Fill A. Test Results Comply With Specifications. 2. B. Test Results Do Not Comply With Specifications. NOTES: cc: Centex Homes Corp.; Mr. Kevin Clark Pioneer Eng.;Mr. Peter Molinaro Enebak Const.; Mr. Tip Enebak City of Eagan; Mr. Bill Bruestle Respectfully Submitted, BRAUN ENGI STING, INC. Gre y J. P rO(elf ? Offce Manacer mab\WPDATA\CTS\86772B.1 4/6/90 REPORT OF FIELD COMPACTION TESTS mINNESOTA: Minneapolis. Hiubing. Si. Cloud. ftornesler, St. Paul Aeplyto: 6950 W. 146th St. #131 Apple Valley, MN 55124 (612) 431-4493 Date: ENGINEERING TESTING May 23, 1990 ui...me ouc?.: t I:..,...y. > u..:.?.i..rc. :.:1 Project #: 86-772B Report v:2 Client:United Mortgage Project Mr. Ron Helmer Description:Lot 37,B1k 7 8300 Norman Center Dr. Hills of Stonebridqe #1000 Bloomington, MN 55437- 1091 Eagan, MN Tesc No. Date Soil I.D.# . Classificaiion Optimm Nois[ure Mau. laC Dry Densiry (PCF) In Place X Mois[ur In Ptace Dry Density (PCF) Percent C action Spzcified C action Ccmrencs 8 4/26/90 P-1 SM 11.6 124.7 14.0 120.7 97 95 lA 9 4/26/90 P - 1 SM 11.6 124.7 13.7 120.9 97 95 lA 10 5/1/90 P - 1 SM 11.6 124.7 11.6 127.7 102? 95 1A 11 5/1/90 P-1 SM 11.6 124.7 12.9 128.3 103 95 lA 12 5/1/90 P-1 SM 11.6 124.7 12.2 122.5 98 95 lA 13 5/1/90 P-1 SM 11.6 124.7 13.5 119.7 96 95 lA XX Nuclear Method ASTM D 2922-81 Sand Cone Method ASThf D 1556-82 Bench Mark: XX Standard, Proctor Modified Proctor o1.,i,l, sll.,c?..,,,?.' ).s7 ASTM D 698-78 ASTM D 1557-78 iest No. iest Location Elevacion 8 81N,51E of SW house corner Lot 37 Blk 7 860 9 201N,321E of SW house corner Lot 37 Blk 7 862 10 101E of SW bldg corner on building line 857 li 301NW of SW building corner ° 860 12 201E of SW building corner Lot 37 Blk 7 862 13 351NE of SW building corner 863 1. Fill A. Test Results Comply With Specifications.;, 2. B. Test Results Do Not Comply With Specifications. NOTES: cc: Centex xomes Corp.; Mr. Kevin Clark Pioneer Eng.;Mr. Peter Molinaro Enebak Const.; Mr. Tip Enebak City of Eagan; Mr. Bill Bruestle Respectfully Submitted, BRAUN ENGI ° ING T T NG I?C. ? Greg y J. Pade ord Office Manager mab\WPDATA\CTS\867728.2 4/6/90 REPORT OF FIELD COMPACTION TESTS MINNESOTA: Miuneapohs,Hihbing, St. Cloua. Rochestzr, Si. Paul Aeplylo: 6950 W. 146tk1 SC. #131 Apple Valley, MN 55124 (612) 431-4493 Client:United Mortgage Mt. Ron Helmer 8300 Norman Center Dr. #1000 Bloomington, MN 55437- 1091 11 Im u ? ? Ou::i?ry Sernce? S?nc?195' ENGINEERING TESTING , . •, wwwmo oum.s Date: May 23, 1990 ,. ?, . . , ?.?,. _ Project 86-772B Report #:3 Project Description:Lot 37,B1k 7 Hills of Stonebridge Eagan, MN Tesc No. Dete Soil I.O.# Classification Optirtun Moisture N". LaD Dry Densiry (PCF) In PLace X Moiscure In Place Dry Oensiry (PCF) Percent C accion Spzcified Ca actim Camuncs 14 5/4/90 P-1 SM 11.6 124.7 11.1 122.1 98%, 95 lA 15 5/4/90 P-1 SM 11.6 124.7 11.3 124.1 99h 95 lA 16 5/4/90 P-1 SM 11.6 124.7 10.7 125.4 100? 95 lA XX Nuclear Method ASTM D 2922-81 Sand Cone Method ASTM D 1556-82 Be?nr1? M?rlr• XX Standard Modif ied Proctor ASTM D 698-78 Proctor ASTid D 1557-78 Test No. Tesc Location Ele.a[ion 14 51E of SW house corner 865 15 201N,301E of SW house corner 867 16 101N of SW house corner 868 0 1. Fill A. Test Results Comply with Specifications:, 2, B. Test Results Do Not Comply With Specifications. NOTES: cc: Centex Homes CoL-p.; Mr. Kevin Clark Pioneer Enq.;Mr. Peter Molinaro Enebak Const.; Mr. Tip Enebak City of Eagan; Mr. Bill Bruestle Respectfully Submitted, BRAIIN ENG? ING TWING? INC. ? ? Greg y J. Pa lford Office Manager mab\WPDATA\CTS\86772B.3 4/6/90 MINNESOTA: Minneapohs. HiUbing. SI. Cloutl. Aochesler, SI. Paul Reply lo: 125 124 123 u r N 122 > W G] 7?I G] 121 120 119 8 Bmilli ENGINEERING TESTING . .?.?...ia??.J Oudhfy Serv,[ei San[r 7557 uiw.?o ou.c..: '. ? .. ,...s. n..>i.c > r.t.._: :.G LABORATORY MDISTURE-DENSITY RELATION Projecc No. 86_7726 Sample No. p_I Date Tesced 4/24190 Proctor $td ASTM D: 698-78 Mechod: p UNIFIED SoiLS CLASSIFICaTION: SM- Silty sand, F-M grained, Brown (ASTM D2487 6 D2488) MAXIMUM DENSITY: 124.7 pCf OPTTM[7M MOISTURE CONTENT: 11.6% i ? I i I ' 1 i I ? I I ? i 1 I ; i I ? ? i ? I ? i 1 ? I I I I ? I I 1 1 i i i ? I 1 ? 1 1 I i ? I I I ? 1 1 I 1 1 I I 1 I i 1 ? ? ? ? ?• ? 9 10 11 12 13 MOIST[!RE CONTENT. X ' 86-772B SOIL INVESTIGATION 4115 xavenhill Circle Lot 38, Block 7 Hills of Stonebridge Eagan, Minnesota THE ROTTLUND COMPANY, INC. August 22, 1989 BPAun?? MINNESOTA BRAUR" htinneapolis ENGINEERING TESTING Hi6bing SC Cloud Rochester SL Paul AFFILIATED OFFICES NOATH OAKOTA 6ismarck wiiliston Mino[ MONTFNA Biilings Bozeman ILLIN013 Chicaga J.S.Braun.P.E AUCJllSt 22, 1989 Cameron G. Kmse. P E. Geo. D. KluemOke. P.E. Paul H Anderson Oavid F. Hausler. P.E. Roger V. 0lamquisL PhD. James J. CraiA. Jr.. P.E. DaleR.AlleaP.E TY30 Rottlund Company, Inc. (3) Wm.M.Wey?aucn.a.e.Attn: Mr. Gene Shellerud Thomas F. 6lumherg MichaelM.HeuecP.E. Kurt E. Dvorak 5201 East River Road Norman E. Hall Sll 1tH 3 Q]. Fay A_HU6er,P.E wlliamK.Cody,PE, FY1dI.Ey, MN 55421 AFiILIATEO CDMPANIES Braun Enuironmental Quality Services Since 7957 CONSULTING ENGINEERS/ GEOTECHNICAL AND MATERIALS Reply to address/phone #: 6800 South TH-169 P.O. Box 35108 Mpls., MN 55435 (612) 941-5600 FAX #941-4151 Laboramdes,Ina RE: 86-772B SOIL INVESTIGATION Braun Pavement Technologies.lnc. 4115 Havenhill Circle Lot 38, Block 7 Hills of Stonebridge Eagan, Minnesota Mr. Shellerud: As reguested, we have completed a soil investigation at the above referenced house. The purpose of this investigation is to aid in evaluating the possible causes of the distress noted at the southeast corner of the house. BACKGROUND Excavating and backfilling of this lot was completed in the summer of 1987. Braun's observation and compaction testing records indicate that we observed the lot on June 9, 1967, and tested the fill on June 11, 1987. Our observation record indicates that 1 to 1-1/2 feec of topsoil was stripped from the house pad area. The excava- tion bottom soils consisted of silty sand, silty clayey sand and silty clay with sand. These soils were judged to be in a medium dense condition. The lot was stripped to approxi- mately 160 feet from the center of Havenhill Circle cul-de- sac. 86-772B -- The Rottlund Company, Inc. -2- August 22, 1989 After the topsoil was stripped the excavation was benched to better tie the fill into the existing slope. Fill was only required in the extreme southeast corner of the house. Our records indicate 7 feet of fill was placed. Two compaction tests were then taken in the fill. Both compaction tests (#11 and #14) exceeded minimum density requirements of 90% of modified Proctor. It should be noted that our observation was completed on Lot 41, Block 7. Later, this lot number was changed to Lot 38, Block 7, Hills of Stonebridge. Sanitary and storm sewers were then placed in utility ease- ments on the above referenced lot. A sanitary sewer was placed in either September or November of 1987. The sani- tary sewer crossed the lot just north of the southeast lot corner. A storm sewer was placed along the east property line. The house was then built in the spring of 1989. The base- ment excavation was completed in March 1989, with footings extending deeper than normal to extend below frozen soils. The house was then framed in April 1989. Signs of distress at the southeast corner of the house were not noted until early July, 1989. The distress coincided with the sprinkling of the lawn after the sod was placed. HOUSE OBSERVATION On July 27, 1989, representatives of Braun Engineering Testing observed the distress in the southeast corner of the house. A large crack was observed starting at the east wall approximately 20 feet north of the southeast corner and extended diagonally across the basement slab to the middle of the south wall. The basement slab appears to be settling at the southeast corner. Cracking of the masonry block in the east wall was also noted approximately 15 feet north of the south wall. The masonry block had cracks of up to 1/2-inch in width. Some distress to the drywall in the upper floors was also observed. Temporary support of the first floor was being transmitted down to the basement slab by jacking to try and minimize the distress to the upper levels of the house. Bmun ; , . 86-772B The Rottlund Company, Inc. -3- August 22, 1989 SOIL BORINGS To further evaluate the soil conditions at the southeast corner of the house, two soil borings were completed near the house. The borings were completed with a flotation- tired mounted drill rig. Boring ST-1 was taken approxima- tely 3 feet east of the southeast corner of the house, and boring ST-2 was taken approximately 17 feet east of the southeast corner of the house. The attached survey plan indicates the approximate boring locations. The two soil borings encountered what was judged to be 14 to 17 feet of silty sand to silty clayey sand fill. Penetration resistances indicated the fill was in a very loose to loose condition. Underlying the fill, the borings encountered poorly graded sand glacial outwash to the borings' ter- mination depth. The sands were in a medium dense condition. The soil boring logs are attached to this report. ANALXSIS Based on the soil boring results, it appears that the distress to the southeast corner of the house is likely associated with the loose fi11. Consolidation of this fill likely occurred due to heavy sprinkling of the lawn causing water migration through the loose fill. There are a number of possible reasons why the loose fill is present below the southeast house corner. We will outline these possible reasons in the following paragraphs. Location of House: One possibility is that the house was constructed outside of the prepared house pad. If the house was placed further back on the lot, deeper fill would result and possibly looser fill could be encountered. We then measured the house to the property corner, and to the center of the cul-de-sac. Measurements in the field indicated that the northeast corner of the house was approximately 58 feet south of the northeast property corner and the house was 26.3 feet wide in a north-south direction. Based on this information and the proposed development plan, it appears the house was constructed within a couple of feet of the 50 x 50 foot pad originally prepared in the summer of 1987. Thus, it is our opinion that the location of the house was not the cause of the house distress. [OMHnM 86-772B The Rottlund Company, Inc. -4- August 22, 1989 ? ? Mass Gradinq: There is a possibility during placement of the original fill that the excavation bottom was not pro- perly cleaned out of poor soils or fill improperly com- pacted. However, we have records indicating that 1 to 1-1/2 foot of topsoil was stripped. The excavation bottom con- sisted of silty sand to silty clayey sand which is typical for this area. These soils were judged to be in a medium dense condition. The excavation was then benched to tie the new fill into the natural 3:1 slope. The excavation was also oversized 7 to 10 feet to provide lateral stability to the fill. The fill was then placed into the house area. Our records indicate 7 feet of fill was placed in the southeast corner of the house. The remainder of the house was cut to base- ment grade. The fill used was primarily silty sand or silty clayey sand. The fill was compacted and two compac- tion tests taken in the backfill. Both compaction tests exceeded the minimum density requirement of 90% of modified Proctor density. Based on this information, it is our opinion that after the mass grading was completed in 1987, that the building pad was suitable for house support. sity requirement. It should be noted that an additional 1 to 2 feet of fill was placed on this lot in the fall of 1988. It was indi- cated to the grading contractor that the lot was a couple feet low, and additional fill was placed. This limited additional fill would only affect the garage floor slab area. One compaction test (CT-351) was completed` in the fill placed in 1988. This compaction test met minimum den- Utilitv Construction: After the mass grading of the site was primarily completed, a storm and sanitary sewer were placed in the easements on this lot. The storm sewer ran along the east property line extended from 30 to 38 feet away from the house. The invert of the storm sewer ranged from elevation 844 to 850 adjacent to the house. This would put the storm sewer approximately 20 to 25 feet below basement grade. At this depth and distance from the house, it is our opinion that the storm sewer construction was likely too far away from the house to affect it. BRAunI 86-772B - The Rottlund Company, Inc. -5- August 22, 1989 The sanitary sewer was constructed in the easement southeast of the house and ran across the lot in a northeasterly to svuthwesterly direction. The sewer came within 32 feet of the house southeast corner and had an invert near elevation 835. Since the sewer extends approximately 35 feet below the basement grade and is within 32 feet of the house, it is our opinion that the sewer excavation likely extended into the house pad and may be the reason for more fill below the house corner than was anticipated after the mass grading. Attached to this reports is a cross section of the house location, the original grades, proposed final grades, sewer location, and possible sewer excavations of 1:1 and 1.5:1 sideslopes. Also, we have attached the sanitary sewer plans for your information. Compaction testing of the sanitary sewer backfill was done randomly along the sewer alignment. It is our understanding _ that compaction tests were not taken in the backfill placed between MH#17 and MH#18 which is the portion of the sewer on this lot. RECOMMENDATIONS The primary concern now is to correct the soils for house support and minimize disturbance as much as possible. Based on the soil types encountered, it is our engineering opinion that the best method would be to utilize compaction grouting below the house. Compaction grouting consists of pumping a lean concrete into the soils displacing and densifying the loose fill. It should be anticipated that approximately 17 feet of fill below exterior footings will require compaction , grouting. Compaction grouting will have to extend below the footings and extending away from the footings a minimum of 10 feet in each direction. The compaction grouting on either side of the footings will provide lateral stability to the foundations. After the grouting the floor slab showing distress should then be cut out and replaced. GENERAL REMARKS Services performed by the geotechnical engineers for this project have been conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, expressed or implied, is made. ?. eRAun i .I ? il i ;f ?r 1 86-772B The Rottlund Company, Inc. -6- August 22, 1989 If you have any questions regarding this information, please contact us at your convenience. very truly yours, ING, INC. ' ???` ,? `_' S ioree C. G. Kruse, P.E. Vice President Engineering RAH/CGK:rlb/A:86-772B Attachments: Site Plan Subdivision Observation Form Compaction Test Summary Sheets Survey P1an Soil Borings ST-1 and ST-2 Sewer Cross Section Sewer Plans cc: Pioneer Engineering Attn: Mr. Peter Molinaro, P.E. Enebak Construction Attn: Mr. Tip Enabek I? i` City of Eagan c/o Bonestroo, Rosene, Anderlik Attn: Mr. Jerry Bourdon, P.E. & Assoc. B mu n?M \ , '\\\ ?\, ?`• \\`? iV 12 \jJr \ Q/ \` ? ???? . ? r`944 ? , . ?R ? .ea.i- , ?. ..Q9 -. . Sfi, ? . `, e3s?1 ' ' ? ?' .`,•.,` „'P 8 g.8 -• - g39.,;?...'?? / i gsj Z ` `? ? •?? .t • .. ? r 92s ? ? t_?`'' S7 0? in ?` ? ?`m?- i,? fi2 ?'9_? , ~ t? 1\ •Et ?? 10 ?? t?? f 12 ' ?•? ?\.\ 9A? (••ee.7_?,' J_ 87,8 ? `? \ ? a?a ? •,?,g ? ; ? ? ? . ?S ,?,y ?!S , . ' ?/ t Rs.s ? • ? J???? I'R ?.I ,. ''?z j ' ? t? > l.?r?q f. ?; . ? pr . . ... . _ • ? , f .\ ? ? I 9'?P ?1°/ 71 `- ? _ :9 - ' •? . ... 3.y r ? ? .. +??9 ? .. i'f' _ \j? ' ` •? _ _ t ?S 3 `? `' 'h ?? ? _ 9 ?'9? _ t ?o? ? ? „,, ? ? , ? ? 'e ?yt\ ?i: j 84.9 , ?? ? ??O I ? ?? JN ? ? ' ' ' . ` ' ?s ?.. .\y j? ?? •? ?' . _ - ? ? , xM.g ? , ? ??? . y? r `( . .. ?• .-` _ y ? _ ??_`? . , •' `43 .;• ! ? r ? i ? 4i ? ?d a l ?? ? ?a?i \ .;. ? RW6? • ,. . y? . ? ;; \ ?r ? , ? , ,_.._ ?. .,,j r+?`, ;? ? _.I.. -; -? Q?•?.?. ?~ - ?? _ ? 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A ??t??? ? . , . • -: • ?- : ?,J .. - - . - .- _ _•. - - _ _ '? - - • ., . . ?, , '' , a6 , .- ? k ? .. . ? • ? _ ` ,' ? ? ?Ffµ,?,K, . 4? ?y.. _.. .? • , .._... " ? •. ' -, ; ' `r ' ? 1 tP" r, / 3 ' 1 • . _. . _ ?. , tl'' ? P+ ? .?... ..._ . Cities Digital Quality Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. • . ? y Site Conaxrlor'7 : 'r ?j9ct ? , Cck: teviewad :'• Sy% mu?zso?/ Weather: A -----? Pe??hnician: ? . , . :_J . , 1 ` ? •.Ni ' // ??? \ - ? ? ' __........ ? 4r 40 - ? / ? 7y ?i•¢ "?y?'' ? ? ,?n _• v r ?+ ? T / ? I I • I• I I ? r ro ect hdve Deen exerclaed bY Services pariormed Ey the qeotechnicel.a n9lneeri ??d tec?n?clens for ihia p ,; eonducted In e manner eonalatsnt withreetlclnq•In o thi9 rarea d under l ol@alar rbudget end tf?e membsrs o{ tNe profesaion currentlY D ' eontalned9vlth/notheit fODa?ttWe?ax?efOf011C8d toDetekin9 aetoby othe?siooe and loeat ona . ? • SUBDIVISION OHSERVATION FORM ? Braun Engineering Testing, Inc. • P.O. Hox 35108 Minneapolis, MN 55435 (612) 941-5600 pxoject Number: 8G-,7 - i '-scriPtion: L'C&&ILQ?/ Q. 3 &rQ?*no1S ?- . OILS OF ST0.(F,1321DhE Date: (a-947 LotS: Z6, qoi 41 , 4Z Slock: _x Excavating Contractar: A?. ?i44K r It'r. i ^ Client: ?//Tet^ EXCAVATION OHSERVATION (52e Sketch on Back) , ., j roposed Pad Aimensions: 5a' x So+ _Proposad Basement Grade: ?7.5 (n 871,5 __ cor cee, ¢ caarc-c aJ6 - ?c Staking: efP-sE'r.1 s4 64E-g!Irc Site Plan Information: 4ke'r Qb. DqM; s•1Z-87 ? riginal Grade:a%o -6 &s Z Excavation Length: r? Exc:- •Width: Excavation Depth/Elevation: J Exc. Oversizing:. 7 4? 1o e) i' ' • ;xcavatSon Bottom Soi2s: 51c.ty Sa,Jb T„ SjL7%+ GL.a+rt--. sa.1C95 el su.r, CL+44t,Lsj+T1+_. A• , 'sxcavation. Sideslope & Soi1s: TAmE Ground Water: Il1oJE Excavating Equipment: Tbetrc ` ""' CrT - Ax&?j-af C-6rs )epth o£ Fill :22 -t' 4m?}q' kr^z} 2 Type of Fill : ??,1?nT o'"?Y Compaction Equipment: ?.?,?sFOn-r Test Numbers: y (see-comoaction test summary sheets) SUMMARY & RECOMMEyDATIONS ixcavation Bottom Soila Adequate for Building or Fill Support? es No -e'ill Compacted to Mee.t Specifications? Ye No If not, what tests failed? ?eat Aesults & Verbal Recommendations Given To: (List Firm 6 Person) ;eneral Comments: Froject Nd-: O6? 7 Z. Location: r-? r MN RE.'?tRS: TEST ? DOE 5 f f0 i,?EF7 TNF" ' n-? ??? SP?C/F/CAT?oNs ,tor cti,?t: f ?n»ren ?e?c?? Go?R ? SOecifioatians:IQ_$ (IiD Std' )r iaplied is i+ade. Eleaatioos? ?1 ? Servioes pecforn+ed by the 9eotechnical en4ineers and tedmicians for this project have been oonducbed in a manner consistent with that level of care ard ski.ll oridinarily this of the proEession cvrrentty practicin4 ?,?i? }? m?bers warrant lar bud9et and time zestraints. 130 othe area under simi Y, exPressed n ?re re?erec?] to stakinq -tions oontained herei ? pro7ect ru.:enzt, t f /? Locati«,: H i[_L S nF :?i7OAv /3 i nr-c Oootractor:ja_!_. _1 .. I ... .J . A I CZient: L1M1TE0 M02YGRGe C?RR SpecifiCdtions: 9/7 $ <g;i) Std. Meet 1?st Mofst. Density Praubor Ibelative Spec No. ilate Iacatfrn Elev. Oont_ () Densi Deasi Yes ? - - 7 ot? 3 d 04 o' e i 870 8.6 IZ-5.5 / a i• ' i ' o- r ? el .9 . / .7 9h b 12 - :, .. „ „ - 5w .? .? 9 NC 17 adN 0' S1f7 6 NQ „ ' ' a r s .a o _ Yc.f 1 ? o - - 1 17.7 .8 5 Zo .. ,. .. ,. ?c?` 9 z. 1. ve_ zr 7 0 ? so ?.s i? . zz o? .q rr v 9 E P_ f ' 8FI9 .7 112. 9 ? a' o' T Z9 wcx 2 2.1 O. S 7 2 P ' -I5-9 ?. ,, ,. .. SN 20'r SSS Z. 7 D.I 6 7 RIDVJtcs: TES7 171 Iq, 23 2 V [7D NOT M EFT TNC REQUIRGr7 SPECiL/cR-rio"S Servioes performed by the geotechnical enqineers and techniclans foc this pc-oject have been oonductsd in a mazuier corisistent with that leveL of care and skill oridinarily eacercised by u*mbers of the prafessicn eurrently practicing this area under similar bu'iget and time r+estraints. No othe Waxranty, ePressed or iaQlied is aac'ie. El,eoations and ioca -tioas oontained herein wpre re£erenc.-ed to staking set by ot 1r_ Pion * engir * ? ** LpNOSVFVEYOwS•CIVILENGINEERS I.qNO PLANNF.PS * LANA<(n!`E AACI 'I IECT$ Certificate of Survey (or: f,75,5 yF 8? `O ? • / (' bil•6 ? 63.? ? h / 2AZ7. Enterprise Drive Mendota Neights, MN 55120 (612) 681-1914 T T L UND COMPA l'?S' ' gaven?i??? NoarN J ?LS? ?4 w 8 / o T 0 / I ,0„44?• - )' /.i51aG <<•4 SP ' ?i _ 8z N -PPo?f. y i s? /? _ g 8•`J . ? / ? , _ _- -?_- _ I., 1/.3?8Z i . ? . 53?SS•W ?'??J ' ? jp 5f i?1f•? W 0 g' *? ? '?" V? L V \? W ? . ? .0 • 9eo.o Ueno(es exrslirt EfFVOlron 'I eoo.-? Dtnoles propodEIFVOf/Or) --`- -Uetrofes Urnma?et Ulrhf? Ensemenf tienofes UrcJma p Flow r-rows i? PRUpUSED NUUSE ELEVATIONS Lowes f Floor F_levatioi) = _j 69-5 Top oi'BlockEJeval,on =???--- o Denoles m?onun,enf Gvraye 5/ob Elevotioil = il gearirr?s ShawnarQ assurrted LOT 38, BLOCk 7, NrLcs oF STONE99I00F , II QnKOT11 COUNTY, MIxxES0TA1 SUBJECT 717 EASEMENTS OFRE'CUAD I hr?rlw crrlily Ilwt thit is a Inm and Cnrrrqf mnm.",mio., ot n enrvCV of Ihe hnnnduins nf Ihr ihnvn dnsCrihnrl I.?ne?. and n Ih, Inq.,tinn pl : II Luibli??n<, ILrrrnn. o.,d "I vixilrln rnnmr.l?mrnn, iI any, Lmm M nn viid lind. AS'urveV^-i FY mrz this,'L,,C?rhV nl_Atx4_A.D. 1911L. il Qedt 3-8-89 FGppEa dovse JCU?e ? ?inch : ?lee? ----??L.4-J-=- ,??-- I ._., n? ....?. ..._.._.. ..-._. nnnrntri.cnuc??1.c.nr?. r. IanII , LOG OF BORING c -, c c c F s e e .? E u a S t c ? ? c + ? ? i ? ? ? i i c i ? ? ? i ? . u , ? ENGINEERING TESTING PROJECT: 86-772B BORING: ST-1 SOIL INVESTIGATION LOCATION: 4115 Havenhill Circle Eagan, MN. 3' E., 1' S. of S.E. House Corner. DATE: 8/1/89 SCALE: 1" = 4' ASTM Tesu or Notes Elev. Depth D2487 Description of Materials BPF WL 869± 0.0 Symbol (ASTM D2488) SC FILL: CLAYEY SAND, fine-grained, dark BENCH MARK: brown, very moist. Surface elevation of the borings were referenced 4 to the floor stab of the walk basement. An 865± 4.0 elevation of 869.5' was SC I:` FILL: SILTY CLAYEY SAND, fine to given to this Bench Mar 864± 5.0 di i d i d fi di 17 based on the !ot survey ne to me um-gra ne , um-gra ne , me 863± 6.0 SM : .' dark brown, moist, dated ;vfarch 1, 1989. SM :f.. F'ILL: SILTY SAND, Fine to 6 medium-grained, with Wood Fibers, brown, moist. IILL: SILTY SAND, fine to q medium-grained, brown to dark brown, moist. ? 4 ? I 855_+ 14.0 i SM :' : SILTY SAND, fine to medium-grained, ' _ fine to medium Gravel, brown, moist, 10 ? i medium. ? 852± 17.0 (Possible Fiil) ? SP ' POORLY GRADED SAND with SILT, fiae Zl ? SM to medium-grained, layer of SANDY LEAN ? 850± 19.0 medium dense CLAY brown moist . , , , ' SP SM (GlacialOutwash) 23 i 4g _ 5+ 20.5 :.. : ' POORLY GRADED SAND with SILT, fine , to medium-crained, layer of SANDY SILT, i brown, moist, medium dense. (Glacial Outwash) END OF BORING. Water levei not encountered with 20' of hollow-stem auger in the ground. Water level not encountered to cave-in depth of 16' immediately after withdrawal of auger. Boring immediately backfilied. --sti-rrzn nccAuLv ?,-, r°a°•°.. LOG OF BORING ? ? i i ? c i i u ??9U i i ENGINEERIHG TESTING PROJECT: 86-772B BORING: ST-2 SOIL INVESTIGATION LOCAI'ION: 4115 Iiarenhill Circle Eagan, MN. 17' E., 1' N. of S.E. House Corner. DATE: 8/1/89 SCALE: 1" = 4' ASTM Tesu or Notes Elev. Depth D2487 Description of Materials BPF WL 869± 0.0 Symbol (ASTM D2488) SC : FI AYEY AND to SILTY SAND, SM fine to medium-grained, dark brown with a trace of black, moist. 7 6 8 860+ 9.0 SC ` FILL: SILTY CLAYEY SAND, fine to 4 SM medium-grained, fine Gravel, brown, very moist. 5 855+ 14.0 SM SILTY SADID, fine ro medium-grained, brown, moist. 13 (Possible Fiil) j 852+ 17.0 ? SP POORLY GRADED SAND with SILT, 26 ! SM fine-grained, with a layer of SILT, brown, ' moist, medium dense. (Glacial Outwash) Zg ? 848.5 20.5 i ? i END OF BORING. i Water level not encountered with 20' of hoilow-stem auger in the ground. Water level not encountered to cave-in depth of 17' immediately after withdrawal of auger. Boring immediately backfilled. - ss-v7ze cQ vle f ef,4°{"" j emu ?... 1].?e_ Rsn?eU: ' ..R107.. ...E INI... '. . ? . ... _. .; . . , i M. ".:N U._:. - - - -- - - -- - - - - - - - - - - - - . _ _ _ .. .. _. _ _ _. _ _. _. _ .. . . F .. .. . .. . 5 .. . ._ _ . ._ _ .. _. ._ _ - _ ' ' - _ ' - ' . - _ _ _ _ _ _ _ " ._. - .. . - _ - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ? - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - -- - - - - - - - - - - - - - - - - - - > - - - - ' ' : - .. _ Y _. . . . . ._ .... _ . , . . . . ' _ . _ __ _ _ . _ ` % • ? C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ? : f t l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - t - - -- - - - - - - - - - - - - - - - - - - -- - - - I - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- 86-772D SQIL EYALUATION oate: 4-15-89 4115 Ilaven Ilill Circle Minnesota Eagan Revised: BRACR , o`°"m: TCII S`eie: 1' = 10' HAVENHILL GIRCLE ` 27 ?. - , l ;_ .. ;-.. __ ?. .- . . 0 ? 43 , so R. N 37+ 85 28 o ? wYE s - y. . 37 f ry9* ?`?S j S?.9q' ? 42 o° 1 ? 20 PERMMIEPIT _M H ?17 ' l1TIL17Y EILSEMEN ? 7 ?T -' o h o T?- "?. 374E ? 41 s WYE ?-- MH=t8 .? -. , WOQDEO e?- ? Q ?-•''? ? '' ? ,? ? ?? REMOVE TREES Q ? ??-'? '??3a• ? ? ? AS AIREC7E0 BY Sitt Fence ENGINEER. ? 1 , WOODED . . : ? - Mii - 19 . H/LLS C , , . ,? ; -f ? 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PERMIT City of Eagan Permit Type:Building Permit Number:EA119031 Date Issued:11/14/2013 Permit Category:ePermit Site Address: 4115 Havenhill Cir Lot:38 Block: 7 Addition: Hills Of Stonebridge PID:10-32990-07-380 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Reid W Bartels 4115 Havenhill Cir Eagan MN 55123 Apex Energy Solutions 1509 Southcross Drive West Burnsville MN 55306 (651) 688-2739 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA130224 Date Issued:04/13/2015 Permit Category:ePermit Site Address: 4115 Havenhill Cir Lot:38 Block: 7 Addition: Hills Of Stonebridge PID:10-32990-07-380 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes . Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Reid W Bartels 4115 Havenhill Cir Eagan MN 55123 (651) 308-2802 Apex Energy Solutions 1509 Southcross Drive West Burnsville MN 55306 (651) 688-2739 Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink For Office Use :::: City of Eaale: _ 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651)675-5675 Fax: (651)675-5694 Staff: /' 2017 RESIDENTIAL BUILDING PERMIT APPLICATION Date: b -7- 1 -7 Site Address: J"T I t eqn Unit# Name: RR nee B c S Phone: Resident/ I ) Owner Address/City/Zip: Applicant is: Owner X Contractor Type of Work Description of work: ( rc�J Construction Cost: S 1-7 S Multi Family Budding: (Yes /N I t Company: X CC/ 6.x A ( Contact: �� n Address: ? kJ,•11, S�- L} c, City: � 4Q C q l0 Contractor State:ir°n' Zip: SS. 1 x9- Phone:61l- 99 99C0Email: dOo 1—need rOOR 0 E License#: B C ( 7Q0'7� Lead Certificate# ��•• If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application 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 pl.ns. Exterior work authorized by a building permit issued in accordance with the Minnesota S • Building Code must be completed within 180 days of permit issuance. ll Applicant's Printed Name Applicant's Signature Page 1 of 3 E AG A 'i o,9✓ 3830 PILOT KNOB ROAD 1 EAGAN, MN 55122-1810 (651) 675-5675 1 TDD: (651) 454-85351 FAX: (651) 675-5694 buildinginspections a(�.cityofeagan.com For Office Use CY permit* /r 6001 £ ' Permit Fee: 3 7/.0.6 Date Received: Staff: 2019 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 9/11/19 Site Address: 4115 Havenhill Circle Type of Name: Reid & Renee Bartels Address / City / Zip: 4115 Havenhill Circle Applicant is: Owner 1 Contractor Unit #: Phone: 651-308-2802 Description of work: 14 x 20 Attached Garage w/concrete Construction Cost: $9800 Multi -Family Building: (Yes / No ✓ ) Company: Sussel Builders Contact: Geoff Suski Address: 654 Transfer Rd. 16B City: St. Paul State: MN Zip: 55114 Phone: 651-783-24E6 Email: gsuski@susselbuilders.com License #: BC001934 Lead Certificate #: If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: Phone: Phone: Phone: NOTE: Plans and supporting docu"rt ents that you submit are considered to be public"information. Portions of the information maybe classified- as non-public if you provide specific reasons that would pe `mit the City to conciude'that they are trade secrets:.' You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaaan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State Orie Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application 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 ofpl s. x CE0C<"--- x Applicant's Printed Name Applicaht's Signatu • DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace Single Family Garage _ Multi _ Deck 01 of _ Plex Lower Level WORK TYPES _ New _ Interior Improvement Addition_ Move Building _ Alteration _ Fire Repair Replace _ Repair _ Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% ) Census Code J(//13/37- # of Units # of Buildings �� Type of Construction /uih(i /g-006 Porch (3 -Season) _ Exterior Alteration (Single Family) Porch (4 -Season) _ Exterior Alteration (Multi) Porch (Screen/Gazebo/Pergola) _ Miscellaneous Pool _ Accessory Building _ Siding Reroof Windows Egress Window Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant Occupancy Code Edition ,fln 2 0) Zoning R Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) X. Footings (Addition) Foundation Foundation Before Backfill 1C. Roof: 20 Ice & Water)L Final )0 Framing 30 Minutes 1 Hour Fireplace: _Rough In _Air Test _Final Insulation Sheathing Sheetrock Fire Walls X' Braced Walls Shower Pan MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required Meter Size: Final / C.O. Required Final / No C.O. Required HVAC _ Service Test Gas Line Air Test _ Hood Pool: _Footings _Air/Gas Tests _Final Drain Tile Siding: _Stucco Lath _Stone Lath _Brick _ EFIS Windows Retaining Wall: Footings _ Backfill _ Final Radon Control Fire Suppression: _Rough In _Final Erosion Control Other: Reviewed By: ''0 YY1 / •k. ! 7/ , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Radio Meter Read Copies TOTAL /91)(2o OL 14 go. z-//r7.dq. Page 2 of 3 * PIONEER 4 engineering- LAND •KANNERS..LANr3SCME ARctinECTS Reid & Renee Bartels 4115 Havenhill Cir 'Certificate of Survey -for: I Eagan, AIN 55123 C;;L__ /0 c • L-At4D-SURVEYORS+ CIVIL -ENGINEERS * f( 2422 Enterprise Drive . Mendota Heights,.MN551.2O (612) 661-1914 ;900.Q De.poiee ..exisiri R soo,o Denofes propo Denotes Drains -----.�._ benofes Drain& 'Elevation d Elevation �e tJfilr fy Easement e flaw Arrows o •Dena}e. .monum-ent & earns is shown are assumed; NORTH {'ROPOSED NOUSE ELEVi9T1ON5 -Lbw es. .r/Dor•tieuca','7/i Tap or Black �le.v�io� qi arcate gab Geyer/Zan L07 38,' .gL.oc1 7 • •, /I1LLS OF..9710WlE9RItGE rD4 .TsA \Coo.M7'y'., j'kilmvgsom •.9[ j -E145:Epr'zl ,. i �T.S .�F,RteO»D ,I''hereby certify-•Ihiit oils fsa'true nr'lmorrect;reprrsentationcor-Tasurvey ol:ihehonridariesorcthe•ahovetleschibarlland,raniit3TdhOlocatinnrit,01l itllirlings, thereon, and all visible encroachments, it any, from or on said land. As surveyed by me this day or A 0 Scale: finch e1' AOBERT R. SIKICii L.S. REG. NO. 14891 M otermil_.N, Established In 1915 MN LTC 1534 SUSSEL GARAGES Piot Plan 654 Transfer Road STE 16B Saint Paul, MN 55114 Homes • Additions • Garages • Exteriors Phone: 651.645.0331 Legal Description Lot: Block: Addition: Lot Size: X House Size: SF Cross Streets: And Scale: Feet Job Description: Job ? C/ 71 / Customer. Reid & Rene Bartels Job Address: 4115 Havenhill Cir. City/St/Zip: Eagan, MN 55123 Home # Work Cell # 651-308-2802 E -Mail reneebartels@comcast.net 14'0" x 20'0" Attached Rev Gable Standard ; Pitch vrl 112" OSB PERMIT City of Eagan Permit Type:Building Permit Number:EA164132 Date Issued:09/21/2020 Permit Category:ePermit Site Address: 4115 Havenhill Cir Lot:38 Block: 7 Addition: Hills Of Stonebridge PID:10-32990-07-380 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) 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 - Reid W Bartels 4115 Havenhill Cir Eagan MN 55123 (651) 308-2802 Options Exteriors 460 Hoover St NE, Suite 2 Minneapolis MN 55413 (651) 705-6376 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA166248 Date Issued:12/22/2020 Permit Category:ePermit Site Address: 4115 Havenhill Cir Lot:38 Block: 7 Addition: Hills Of Stonebridge PID:10-32990-07-380 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace 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: 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 - Reid W & Renee D Bartels 4115 Havenhill Cir Saint Paul MN 55123--166 (651) 308-2802 Pronto Heating & Air Conditioning 7415 Cahill Rd Edina MN 55439 (952) 835-7777 Applicant/Permitee: Signature Issued By: Signature