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HomeMy WebLinkAboutPence Lane Stormwater Easement Maintenance Agreement Revised 080520 11 111 10 1111 1111 I I 111 LAND TYPE Torrens (T) DOC NUM 5737152 Certified, filed and/or recorded on Aug 5, 2020 4:30 PM Office of the Registrar of Titles Hennepin County, Minnesota Martin McCormick, Registrar of Titles Mark Chapin, County Auditor and Treasurer Deputy 55 Pkg ID 2052280M Attested Copy or Duplicate Original $2.00 Document Recording Fee $46.00 Document Total $48.00 Existing Certs 1485982 This cover sheet is now a permanent part of the recorded document. (reserved for recording infonnntion) DECLARATION AND EASEMENT THIS DECLARATION AND EASEMENT(Declaration)is made this 8th day of July ,.2020 by Eric J. Vogstrom and Elizabeth A. Vogstrom,individual(Declarant) in favor of the Minnehaha Creek Watershed Distict (MCWD), a special purpose local unit of government with purposes and powers pursuant to Minnesota Statutes Chapters 103B and 103D and the Declaration and Easement in favor of the City of Orono("City"), a Minnesota municipal corporation. RECITALS WHEREAS Declarant owns real property within the City of Orono, Hennepin County, Minnesota,platted and legally described as: Lot 2, Block 1, PENCE LANE ADDITION Property ID: 21-117-23-23-0061 2710 Pence Lane, Orono, MN 55331 (the Property) and no one other than Declarant, Eric J. Vogstrom and Elizabeth A. Vogstrom, has any right,title or interest in the Property; and WHEREAS, the Property constitutes the entirety of the land to which MCWD Permit# 19-054 applies; and WHEREAS, the Declarant desires to subject the Property to certain conditions and restrictions imposed by the MCWD as a condition to issuance of Permit# 19-054 for the mutual benefit of the MCWD and the owners of the Property; and WHEREAS the Declarant intends to construct Stormwater Facilities on the Property that are subject to the requirements set forth in City of Orono City Code; and NOW, THEREFORE, Declarant makes this Declaration and hereby declares that this Declaration shall constitute covenants to run with the Property in perpetuity, and further declares that the Property shall be owned,used,occupied and conveyed subject to the covenants,restrictions,easements, charges and liens set forth in this Declaration,all of which shall be binding on all persons owning or acquiring any right,title or interest in the Property,and their heirs,successors,personal representatives and assigns. All features requiring maintenance identified on the scaled site plan for the Property attached hereto and incorporated herein as Attachment A will be maintained in perpetuity in accordance with as follows: 1. STORMWATER FACILITIES a. Underground storage facilities. Underground storage facilities will be inspected at least annually to ensure continuing performance per design. Capacity will be considered inadequate if sediment has decreased the storage volume by 50 percent of the original design volume. Accumulated debris and sediment will be removed,and inlet and outlet structures will be kept clear of any flow impediments. b. Grit chambers,sump catch basins and sump manholes.Grit chambers,sump catch basins and sump manholes will be inspected once each year. All sediment and debris will be removed as needed such that the stormwater facilities operate as designed and permitted. c. Proprietary stormwater facilities.Proprietary stormwater facilities will be inspected at least annually and maintained as specified or recommended by the manufacturer and/or installer as described in Attachment B. d. Scope of Inspection.The inspection shall cover,without limitation,the entire stormwater runoff management facilities,including access roads and buffers. Deficiencies shall be noted in the inspection report. A stomtwater runoff management facility will be considered inadequate if it is not compliant with all requirements of the Plan approved by the City and MCWD and City stormwater maintenance standards. e. Reporting. The Declarant will submit to the MCWD and to the City once every 5 years a brief written report that describes stormwater facility maintenance activities performed under this declaration,including dates,locations of inspections and the maintenance activities performed.The Declarant shall be responsible for the payment of any associated costs. £ City Access and Maintenance Rights.The Declarant hereby grants permission to the City,its authorized agents and employees,to enter upon the Property and to inspect the stormwater runoff management facilities whenever the City deems necessary. The City shall provide the Declarant,its successors and assigns,copies of the inspection findings and a directive to commence with the repairs if necessary. g. Failure to Maintain.In the event the Declarant,its successors and assigns,fails to maintain the Stormwater Facilities in good working condition acceptable to the City and such failure continues for 60 days after the City gives the Declarant written notice of such failure,the City may enter upon the Property and take whatever steps necessary, including excavation and the storage of materials and equipment,to correct deficiencies identified in the Inspection Report.The City's notice shall specifically state which maintenance tasks are to be performed. The City may charge the costs,including assessing the City's costs to the Declarant's property taxes of such repairs,to the Declarant,its successors and assigns.This provision shall not be construed to allow the City to erect any structure of penuanent nature on the land of the Declarant outside of the Easement Area for the Stormwater Facilities.It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Stormwater Facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. In addition,Declarant agrees that it is,and will be,solely responsible to address complaints and legal claims brought by any third party with regard to the maintenance and operation and the consequences there from the Stormwater Facilities. The Declarant expressly agrees to defend and hold the City harmless from any such third-party claim. 2. GRANT OF EASEMENT a. Declarant hereby grants to the City,its successors and assigns,a permanent non- exclusive easement for the purpose of accessing and maintaining the Stormwater Facilities pursuant to the terms of this Agreement over,on,across,under and through the Easement Area. b. The easement shall include the rights,but not the obligation,of the City,its contractors, agents,servants,and assigns,to enter upon the Easement to construct,reconstruct, inspect,repair,and maintain said private Stormwater Facilities together with the right to grade, level,fill,drain,pave,and excavate the Easement Area,and the further right to remove trees,bushes,undergrowth,and other obstructions interfering with the location, construction,and maintenance of said private Stormwater Facilities systems. 3. REIMBURSEMENT OF COSTS The Declarant agrees to reimburse the City for all costs incurred by the City in the enforcement of this Agreement,or any portion thereof,including court costs and reasonable attorneys'fees. 4. INDEMNIFICATION. This Agreement imposes no liability of any kind whatsoever on the City.The Declarant hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims,demands,losses,damages,and expenses(including reasonable attorneys'fees)arising out of or resulting from the Declarant or the Declarant's agents or employee's negligent or intentional acts,or any violation of any safety law,regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City,its agents or employees or failure by the City,its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Declarant to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement,the Declarant shall indemnify and hold harmless the City,its employees,agents and representatives for its own negligent acts in the performance of the Declarant's required work under this Agreement,but this indemnification shall not extend to intentional or grossly negligent acts. 5. RECORDING,BINDING EFFECT. This Agreement is a personal obligation of Declarant for so long as Declarant owns fee title to the Subject Property and shall be binding upon the executors, administrators, successors, heirs and assigns of Declarant with respect to Declarant's obligations and liabilities under this Agreement that relate to the period of its ownership.This Agreement shall be recorded against the title to the Subject Property and shall run with the land and be binding upon each owner of fee title to the Subject Property with respect to the period of its ownership. Upon the conveyance of fee title to the Subject Property, the transferor will have no further obligations or liabilities under this Agreement that relate to any time after the conveyance,and the new owner will,by accepting title to the Subject Property, become bound by this Agreement with respect to all obligations and liabilities of the"Declarant"that relate to any time after the conveyance,for as long as the new owner owns fee title to the Subject Property.Both the Declarant and a subsequent property owner are liable to the MCWD and the City for performance under this Declaration, and the MCWE) and/or the City may seek any remedy in law or equity against the Declarant as long as the declarant owns the Property,and thereafter against a subsequent property owner to enforce this Declaration. [the remainer ofthis page is left intentionally blank] DECLARANTS: F Eric Vogstrom 14;4 , Aft 4 Eliza, 1704 STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this 1514--clay of C ,2020,by Eric Vogstrom and Elizabeth Vogstrom,husband and wife. o . Public •,' , REBECCA L SCHEIBER ,`� Notary Public-Minnesota '.ft., My carialmbm BOOS la+91.2025 c, i 41 _ CITY OF ORONO BY: t (SEAL) De nn•t WAf 511 ,Mayor AND (., ;,,,j ef' , City Administrator STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) JThe foregoing instrument was, acknowledged before me this 2 day of Nly , 20 2.0, by benn1S 11144(5h. and by pu5f&. &f' , respectively the Mayor and City Administrator of the City of Orono, a Minnesota municipal corporation,on behalf of the corporation and pursuant to the authority granted by its City Council. i — A/Lt,_, Ili I iN 'ARY PUBLIC 5 ANNA MARIE CARLSON i This Instrument Was Drafted By: tis NOTARY PUBIC•MINNESOTA n My Camnssia,Expires Jan.31,2025 Beth Keister,Y.E.,ENV SP • f f���f�„��� ,�� Pinnacle Engineering,Inc. 11541 95th Ave.N. Phone: 763.315.4501 Email:bkeister(apineng.com Declaration& Easement Attachment B MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 1030,and on the basis of statements and information contained in the permit application,correspondence,plans,maps,and all other supporting data submitted by the applicant,and made a part hereof by reference,PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. Issued to: William and Susan Dunkley Permit No:20-292 Location: 2709 Walters Port Lane,Orono Purpose: Erosion Control—Stormwater BMP Installation Date of Issuance:07/08/2020 Date of Expiration:07/08/2021 By Order of the Board of Managers Erin Manlick Permitting Assistant This permit is not transferable without District approval,and is valid to the date of expiration.No activity is authorized beyond the expiration date.If the permittee requires more time to complete the project,an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives,contractors,and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on June 12,2020 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection,all perimeter control must be removed (Statement concerning fees for inspections,violations,etc...on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345•(952)471-0590•Fax:(952)471.0682•www.minnehahatreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE InspectionlAnalysistMonitorinq Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds,banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location,scope,or construction techniques In these cases,the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work,including investigation of the area affected by the work,analysis of the work,and any subsequent monitoring of the work,which in the case of a violation shall be at least$35. Standard Fee Schedule District professional staff $ 65.51* District clerical staff $ 46.69* Consulting Senior Engineer $contracted rate Consulting Engineer/Technician $contracted rate District Counsel $contracted rate Application fee $ 10.00 Copy costs $ .25+actual staff time Color copy costs $ 1.00+actual staff time *Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345•(952)471-0590•Fax(952)471-0682-www.minnehahacreek.org yy 1 rota-ox iilillil H Ilei E obd g�li�it tt tills a x Jo rn rte' O N Z'9l l !,i 11 ,al It II ; tom] 0a� s x-Lei r'� 1 ° b! �y�7.vtoI�-� H of /! —71.1 bT°' _.\ 0,, . as a 0 AA ' > ##o z r l--i �' L Cn ' O //64 51' 09 cir 1� '� �N �q�°,o ,°, a Cu k m ny _*1::.___ __ 0 x tci i a ` �y Iia s ° a i gg :-<z0 d� t - _ 1111.' / 0'•3• Eai O"�(- 1 i, .ca 9,2 ' 3 `�' o o "'. K r, # tali "`— A °� a 7, 3aP t i 3` �a�77—iI` Well7 ,,21 ,Z=10; .Ix - /, 5 as - < ' � ��' . x s )�j, r.,1i ti —>'�a 9a g 9 d ¢y R d Pill 1111i/44/41' ! /:-'1 .. 1 g a n Il to ' '17 "" P3'7 ,f ,4,,:f.'\.,(,./k> •,,, /Ntro..? 1 . -- '.. \\\"ko, . ‘,.7 1 1 it ,/ i p \‘‘,11:1, � 'tit- I }} / , 5 � wvee // E I \ x - L-L;l_!k 1,i ''- N3 \\� \\\� �'! I 1 ./ �99OZC 3NV7 �Od Saa,L`IVM e 1 n.,:°so:l.s a c S •®'tiff!\ ' — 1 I a r F; 11 i , 1 °o, - ,\\ I' 1111 �1 �4 1 6 991 1 1 i I �I I / g g 1 p �� q `1 II t h , I � T daftP� 1 2 ' 2l i "- \\= t'" 1.i \j r a li/ `..11I r p 1 I 1 �\o ill' 3 6 \ 'b ''�jj�\\ I .._... r i r-' 1� ' J I \ 1..' Rig, I / I 111: 5 1_. ,,,ti 11 , .. , \ ,,, „\ ,„.„......-.0., ,, ; ,,, .4, ) ,-- , lii- \ 1 1 r_;co -....._....CC/19 P .. M,.SZ.YC.00 5. 5�6��T>__ �`___ 24 g,1 p / ' O .__... a+at, Gag I �4� roz•os^w _-_ -___-_/ f i P y;uaulyaenv 4 1 ®v 99°a I z ;uau,ase3 +g uoi;emtoad x DUNKI,EY UNDERGROUND STORMWATER SYSTEM ORONO, MN i g E arr,".(g.',`l< 4wl r I Saga Hlll NORM m, pN� Shad ''tt st 4 95 Day N54.,a. "0, Crystal Bay ,�' '."�wh a T ,:f„,,.., +' �..�, LI smiths Bay � S�._/ .."r .:�tor`9masry s9ssMr: :y1 �C.J ^a<un.^ � ,6,e - - Crystal Bay ,,,%.,,,,;,,,,,,,,,, ,,,,.,,,,.., Wed.Ann Minnetonka Beach .s -R2 _ - n,,,,0, Spring Park l' LJBfeyette Bay Lake Minnetonka ti' SSSAF B3V M1 ag.i MT A .;'^'„ SPrinn Big �pIyy Island .JBey \;srre DONT Adana �� I Island Park Lou. ,,�„3„�c,+,y, ler, .,.-- ShadyTonka Bay 42A i B Island' @] . Geer S. Be Endlanted Gideop Bay -,x. 'Wand 10. "_ r y= a z t Excelsior LSIarldsa Eureka qs Shorewood •F fir, 1 1 1 R o zD A D 13.5 A r—�' Miles N Miles N 4 q GENERAL NOTES; GN ! CITY OF ORONO: WN } --'-- I. EXISTING INFORMATION TAKEN FROM SURVEY BY GRONBERD&ASSOCIATES.INC.,LATEST REVISION DATED 5.11-2D2U,PROJECT NUMBER 20.046A KW MELANIE CURTIS,PLANNER BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY.REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK ZF {1 952.249.1627 2. BENCHMARKS ARE INCLUDED ON DRAWING NO.1.BENCHMARKS ARE PROVIDED AS IVO(2)TNH,NGVD 1029. A ART TAM OR,El2.756.2048 CITY INSPECTOR 4, OWNERR WILLL S3, CONTRACTOR TaLL AKENOTIFY EASEMENTS AS REQUIRED FOR CONTRACTOR TOR OF MONUMENTS OR PERFORMPERFOR NSTA LH ONKS THAT ARE BY CONSTRUCTION. W g I _ DRAWING INDEX 5. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE-CALL AND OBTAIN PUBLIC AND PRIVATE UTILITY LOCATIONS PRIOR TO INITIATING WORK. C 0 0 6. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBUC ANC/PRIVATE UTILITIES AND NOTIFY ENGINEER D to I ENGINEER: _ = OF DISCREPANCIES AFFECTING THE WORK PRIOR TO STARTING CONSTRUCTION. fjF 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. PINNACLE SHEET B. ALL LANDSCAPING AND EXISTING TREES AND SHRUBS ARE TO REMAIN UNLESS NOTED OTHERWISE. BETH KEISIER,1 ERING,INC. NO. O TITLE 9. SUBSURFACE GEOTECHNICAL INVESTIGATION REPORT AVAILABLE UPON REQUEST. j 10. CONTRACTOR TO KEEP FROM DAMAGING EXISTING IMPROVEMENTS,LANDSCAPING,STRUCTURES MRS UTILITIES THAT ARE TO REMAIN. 3 11541 95TH AVENUE NORTH CONTRACTOR TO REPAIR DAMAGE AT OWN EXPENSE. MINNEAPOLIS,MN 55369 00 TITLE SHEET 11.ALL WORK TO CONFORM TO CITY OF ORONO,MINNEHAHA CREEK WATERSHED DISTRICT,FEDERAL,STATE OF MINNESOTA AND OTHER APPLICABLE 763.277.8408 BKUSIEkfp'INENG.COM AN AND REGULATIONS. Y 01 EXISTING CONDITIONS 12. ALL EXCAVATIONS WILL COMPLY WITH THE REQUIREMENTS OF OSHA 2B CFR,PEAT 1928.SUBP.P.,'EXCAVATIONS AND TRENCHES.-THIS q -- - DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 p I UTI LITY CONTACTS: 02 PROPOSED SAND FILTER LAYER 19. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE.COORDINATE LOCATIONS OF CATCHBASIN AND MANHOLE WIS COVERS AND CASTINGS OATH PIPING AND OTHER FEATURES. 03 PROPOSED CONDITIONS SYSTEM 14. COORDINATE WITH OWNERS ON WORK OUTSIDE OF EASEMENTS,BUT WITHIN PROPERTY BOUNDARIES OF 2709 WALTERS PORT LANE AND 2710 1- 4 GOPHER STATE ONE CALL _ PENCE LANE. W 4M 9 CALL 48 HOURS PRIOR TO EXCAVATION 15. DO NOT PERFORM WORK OUTSIDE OF PROPERTY BOUNDARIES.ANY WORK REQUIRED TO BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES W 4 99 TO LOCATE UTILITIES 04 DETAILS MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENTAL ENTITIES AND APPROPRIATE PERMITS MUST BE OBTAINED. 9 4s 651 454 0002 16, CONTRACTOR IS WILL OBTAIN PERMITS AND PAY FEES ASSOCIATED WITH CONSTRUCTING THIS WORK. ' :4 05 DETAILS 17. PROIDE TRAFFIC CONTROL.AS REQUIRED,AT STREETS AND SIDEWALKS AND PUBLIC RIGHT-OF-WAY PER CITY OF ORONO.HENNEPIN COUNTY ?W y ,, #i - ------ ------- AND MNDOT REQUIREMENTS.TRAFFIC CONTROL DESIGN.RELATED PERMITTING.AND DRAWINGS SHALL BE THE RESPONSIBILITY OF THE . 'u CONTRACTOR. 3 1- W 1 l N LEGEND REMOVAL NOTES: _ 0 • 20 40 0"""' --_PROPERTY LINE 1. REFER TO COVER SHEET FOR GENERAL NOTES. I. I st.b.77,11' -- \ I Feet ©„' "' C .`Il we s weir ... —..—RIGHT OF WAY 2. NOTIFY ENGINEER OF TREES,PLANTINGS OR LANDSCAPING MATERIALS REMAINING WITHIN THE 4 GAS LINE ANTICIPATED LIMITS OF CONSTRUCTION.THESE WALL BE REMOVED BY OTHERS. �� 11,, -.-.-UNDERGROUND ELECTRIC 3. CONTRACTOR WILL REMOVE ASPHALT OVER TRENCH ALIGNMENT FOR STORM SEWER FROM C13.02 r' I ) '' .-.-OVERHEAD ELECTRIC TO MHOS.BACKFILL TO SURFACE ELEVATION OF SURROUNDING ASPHALT.ASPHALT REPLACEMENT I _ �..` I.I ` -. .-UNDERGROUND TELECOM SHALL BE BY OTHERS.SEE DRAWING NO. �7'I �.�._ -K .-E%ISTING STORMSEWER �/, I - - •` 'I - EXISTING DRAINTILE(APPRO%) - J.f(f.. •� i I I - - -WATERMAIN / If � •�.``:\.` \ I I S/-l`1_Jl/7I • -.—.-SANITARY SEWER I I EXISTING --ETMAJOR CONTOUR I I �� � \��\ ----- EXISTING MINOR CONTOUR // 11 _.-.-BIO LOG CE -1 i/' .'-..\ .•�\ 1\\ I I ©'11 1111 —�DRAINAGE ARROW I I ,\ d' ^ 05 HYDRANT GATE VALVE l 7 ' I\I y 'Q WATER BOX I , f I .m.. o _ m r I. {j ,m.. 1 �,,.1 ►a�••gig I . .n•.w Sao.. ! /1/....Far. I h I.r-}-i 88 1: NOTE: A PORTION OF THE ADJOINING I,. . . . . 2 / /'/ /I / I HOUSE LOCATION TAKEN FROM A SURVEY • II I /, / / /iBY CARDARELLE DATED 3-18-18. ' I.c ) /I / Z// z'' . TER Rs .__ .... ,, ,,q, � ) I I r_ ``� / _- c . �`� 1-94131 ii _ ___„..___ • /� . •1"-- /AV/A% /1: ,.I/ • e'� aajmF \`� I ` �/ 7 7 • Age 4W X8°1 f /. 1 � '� 37111k I :"L ilk 0 El muttaeummtto i Ali 'IP POW'15 51115.1.55.. '. I / o LOT 1: AV/r/ 1` OPOSE', IJM /2 I Eo EXISTING / '�/e/ j .. \ HOUSE — LOT 2 r--- C yy PROPO6EU ; \ \ 0 jj DRIVENAY I' // N/, U \VV \ \ EXISTING a ' LEGEND EROSION AND SEDIMENT CONTROL NOTES: .. I ----- - A D `�20 j g - , N _n710 � Feet ----PROPERT _ Y LINE 1. REFER TO COVER SHEET FOR GENERAL NOTES. —.—RIGHT OF WAY 2. REFER TO DRAWING NO.3 FOR EROSION PROTECTION OF STORMWATER MANAGEMENT SYSTEM. -- \, 4 GAS LINE 3. CONFIRM PERIMETER ANO OTHER SEDIMENT CONTROL ITEMS PRIOR TO CONSTRUCTION NOTIFY ti \ -_- - -n u UNDERGROUND ELECTRIC ENGINEER OF ANY EROSION CONTROL MEASURES REQUIRED TO BE INSTALLED OR EXISTING [". I 1� -K-KOVERHEAD ELECTRIC MEASURES REQUIRING REPLACEMENT -� I �` _ J� I I I _ 4. INSTALL TRM AS SHOWN ON DRAWING NO.03.SEED AREA WITH DELUXE 50 TURF MIX PRIOR TO -n n-UNDERGROUND TELECOM INSTALLATION m ti~� ---•-EXISTING STORMSEW ER 5. NO LANDSCAPING OR PLANTINGS ARE REQUIRED IN THIS CONTRACT. '77// I 3 EXISTING 6'ORAINTILE(APPROX) B. DISTURBED AREAS WILL BE REVEGETATED WITH SOD,BY OTHERS. \ 1 f — � \ 1-WATERMAIN 7. PROTECT TEMPORARY STOCKPILES WITH PERIMETER BIOLOG6,AND COVER IF THEY WILL REMAIN I 1 _ �._ \ -•—s-SANITARY SEWER UNDISTURBED FOR MORE THAN 14 DAYS. I EASEMENT EXISTING MAJOR CONTOUR /• • • • . . �__T - -� I B - -- EXISTING MINOR CONTOUR - ` \ l(1 I ( 3 -•—•-SILT FENCE ' I ` -. DIRAILOG NAGE ARROW .. r•.I•. '•.\r ��� I i M HYDRANT GATE VALVE ' i I A' 1I.) I I '¢- WATER BOX rwn awoonxER wx�wns ws.o.0 vouu+.ro 11 "-. T I + BilliallIIIMONIMI 111111jj! ;I /�; / /kill, I 1,/' NOTE: A PUR110N OF THE ADJOINING1`,. 1 . . . . . . . . : . ...// .j / HOUSE LOCAPON TAKEN FROM A SURVEY I, ( •.• / / BY CARDAflELLE,DATED 3-18-10I. T� J `S� II_ _ ►. — .�( I i - �_ _ 1 —.— - IRI' ij,g DRAW.•UTILITY EASEMENTS 4)Z g 1 WI 1 c REMOVE EXISTING \ \ ` 12 N"e weir 7A '• lW..L """'•�' r / =. '10.1.549 1 �� "i _ _ -i , a.RSNP W� \ ` �� `' -, _ 1 1 �.as Ra.a �, a: 1 a ilionimii - — -�•� - �� .... 403-631111r4131111 ,K.—948 1"m,arae' 18' f.;, / 't-- v"1.. IB // uveax a aore.n s»o nom. ' s\ \ I 1 t •SANITARY:�v� I� gw ' I } ro.RR"moo D I- I -ROPOSE 111 S _ 333 ♦ , i I MS- EXISTIfVn" / / --- Ce HOUSE j/'/ i LOT 2 I s g 1 `►� ' \ // ' fTh LL J ` / PROPOSED O ' DRIVtiWAY / / ii it '\ 1 e ,re errs ..11�► '�/� �/� / 9// g s 812 \\\ \ 1 \ /., EXISTING ! /u i a i — LEGEND UTILITY NOTES: - ' D, ?I) 4,0 -•,-.-PROPOSED STORMSEWER I '. N Feet -- PROPERTY LINE 1. REFER TO COVER SHEET FOR GENERAL.NOTES AND UTILITY NOTES. �. - \� A —MR—RIGHT OF WAY 2. STORMTECH INSTALLATION IS SHOWN HERE IN PLAN VIEW FOR LOCATION AND CONNECTION TO I weAT � - --GAS LINE STORMWATER MANHOLES AND CATCHBASINS.OWNER`NALL STAKE EASEMENTS- TI -..-UNDERGROUND ELECTRIC 3. SEE STORMTECH SUPPLEMENTAL INFORMATION FOR CB AND MH SHOP DRAWINGS MANIFOLD AND .. ay CHAMBER CONFIGURATION. •I �. y /e.. -.. a-OVERHEAD ELECTRIC 0 ALL STORM DRAIN INLETS MUST BE PROTEC TED BY BMPS DURING CONSTRUCT ION UNI IL \ -� UNDERGROUND TELECOM STABILIZATION IS COMPLETE. / ~` -- EXISTING STORMSEWER 5. PIPE OUTLETS MUST HAVE RIPRAP IN PLACE WITHIN 20 HOURS OF OR PRIOR TO CONNECTION TO THE . ---EXISTING 6 DRAINTILE(APPROX) STORMTECH SYSTEM. / _ \ ' WATERMAIN /, �( �� •�`•�` • ' --.- SANITARY SEWER • GRADING NOTES: EASEMENT �.•.•.•.. . . . .•••:-.-„.--.7--1,. --�-� \ �i -I E - EXISTING MAJOR CONTOUR 1. PROPOSED SPOT ELEVATIONS AND CONTOURS ARE TOP OF GRADE PAVEMENT ORGUTTERLINE x I 1 EXISTING MINOR CONTOUR UNLESS OTHERWISE SPECIFIED • •••\ \ I I I p PROPOSED CONTOUR(2 FT) 2 SEE DRAWING NO 2 FOR EROSION AND SEDIMENT CONTROL PLANS r ...... . . ... . • . • 1 PROPOSED CONTOUR(1.FT) 3. CONTRACTOR WILL COMPLETE GRADING OF DISTURBED AREAS WITH A MINIMUM OF SIA(6)INCHES OF V I• _ IMMIIMII -.- SILL FENCE TOPSOIL,REPLACED FROM ON SITE STOCKPILES OF TOPSOIL OR WITH TOPSOIL BORROW.TOPSOIL 1 (� ,,. !1 ; I 10E.9425 -.- 010 LOG BORROW WILL CONTAIN 3%TO 10%ORGANICS.DISTURBED AREAS WILL BE REVEGETATED WITH SOD, I _ ' I D s ,,.TURF REINFORCEMENI MAT(••/60 FTl) BY OTHERS. y �. - - - - ` `_ • -)•a-FLOW PATH' Fri . . . . . . . . . . . ./)I r--0.--DRAINAGE DRAINAGE ARROW C IA HYDRANT GATE VALVE i 1� alae ur+ //P 1 wx,s XI WATER BOX 4 -}f lUW w ,o� .1. . . . . . . . . . . . . !; Ii) �n i .,• i • _ _ . I I; NOTE: A PORTION OF THE ADJOINING ` // //•• // HOUSE LOCATION TAKEN FROM A SURVEY Il` f I BY CARDARELLE�qDA�TED 3-1S-1S. • J / �n� / 11 ,ego„ ��� I T 1 ''',.u.).7...RS, 11 �_ _,%J� I SIO. f I �.c' .$ �_ �)u.xe, E..w° �1 a 7- I 1ea 0� <"Tt .N , P� 00,939.10 Id MI cum /6 A ls�Y+To �lfi�� \ ^- ` . '▪ ` `- `/ ( -� 4�µ.,„_4. f�mt. cauvns Hwv.xfe. ir s� �g 1 \ -. L......'..,. ,44 i Ik' Jjr� _ N.° x.,°.lel s� xry xN, �x l _ ,i....„ MAW-9.0 TOO„PIePeN MINIMUM ..A.,l L iON.930.9104,0 r -,...._______ f III 11 1 d a �j/ i w _•24!LESS IN,O1 ' 11 yea SIONITE0-1 939 5010 o A. / \ \ la::: fe).Mlw*1 lx°101•261 gT uu Ix IS wSuuli \ f / t ` te.„ .oe... - /, ree.v�ce I Sa OTY PROPOSED ITITAIHROM '7: / LOT o / ,-------PROPOSE .... v,un uu>Ex'�O \ \ 5 • LOPE / _r"FHOI ` Y • /y I D 111111111111/4 •, ▪I�� / • //', I foil NP x w ,a l lrval / LI11111�� FXISTitgn j,�� 1 `1 \\ Hou`. PWeex. .I„...�°L ;//// LOT 2 ti ° PROPOSED Z 5, /%j DRIVEWAY # C�/I/� IU �.� u� TJ w Y S. 0 ‘:‘, \ \ dry \� 1 R I �.__�' __. / EXISTING ) 1 STORMTECH SC-740 CHAMBER SYSTEMS CROSS SECTION 04 NOT TO SCALE i r a ADS GEOSYNTHETICS 6017 NON-WOVEN GEOTEXTILE ALL TOP OF FILL:944.0 MIN.,950.0 MAX. AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS 11\\ PAVEMENT LAYER(DESIGNED . TW BY SITE DESIGN ENGINEER) 1 1\ 1 TD TTOMpF 1EMBLE ENEm R likVED - --_ _ -_- fY _ PERIMETER STONE \ " ''' 1\O " Eg �uN' E`-'—''' Ewc9 902.5 1g" (2.4 m) l/I '/II /II /II /II i II /I -(II 11 /IIS 1 /I 11 IIS II NII , II- MAX E.`.._ _ (450 mm)MIN' E �t�.rs+ H6.Y♦.r �fYyl Lg1 EP. LL'/E.?�,pJli yltr g�_�gru�/ ,6",(150 mm)MIN _S._ -.-..___I_842.00 g OBOICAL "' _ PEAK e i f L t ali' (.�939.50.11111P-Iii1 JI Iii �r .. �• �� , I[�D. IIIIIII.11�4� ,l7 Oti; _�L�4y>_�aimismaing� ��939 OD D ' inw ri IISII I�I)WIIIWW E - DEPTH OF STONE TO BE DETERMINED I(,Ik� -- ,-, ' nl BY938.00 SITE ESIGN ENGINEER 6"(150 mm)MIN limmimmimm HIH_l',n n..11_ it ' M.. 16 ' -_ a 1 -,11 i i-,c.- 'm:.lu �� SC-740 12"(300 mm)MIN-- 6" END CAP 51"(1295 mm) - ----- 12"(300 mm)TYP g 0 (150 mm)MIN 4"SINGLE WALL CORRUGATED SUBGRADE SOILS 6"UNDERDRAIN FOR ROCK S 0 i 5 ,1 i 5 INInimmo PERFORATED,HDPE PIPE WITH SOCK 9. 8s CIN t WN i O0 MATERIAL DESCRIPTIONS: k rail NOTES: A. FOUNDATION STONE-CLEAN,CRUSHED,ANGULAR STONE. �jcc B. EMBEDMENT STONE-CLEAN CRUSHED ANGULAR STONE. 9 j12 1 ddd NOTE 1:THE EFFECTIVE DISCHARGE C. INITIAL FILL-GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, 440 c d } ELEVATION FOR THE GALLERY IS 939.20'OR THE ELEVATION OF THE ORIFICE IN MH-04.PER <35%FINES OR PROCESSES AGGREGATE.MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. aommonsmil HYDROCAD,THIS IS THE EFFECTIVE OUTLET MATERIAL SPECIFICATION: I ELEVATION,EXCLUDING EXFILTRATION. g D. FINAL FILL-6'TOPSOIL,WITH 3%TO 10%ORGANICS. _ R E. SAND FILTER LAYER-CLEAN SAND.FILL ONE FOOT BELOW 1 FOUNDATION OF STONE.MNDOT CLASS 3 DRAINABLE BASE g AGGREGATE.ROLL TO ACHIEVE FLAT SURFACE FOR GEOTEXTILE. � S is sa -- - __ -$ 9 ---' IMO-0113'0N8 31V1d 080110 JO 1113 NO 039V11 911V130 '0 913110011108 2101 8001113 d11NdIN 1499 -E (SO 31V750L 1014 $ ,,L.,!, SO 31935 01103 '6•11469 ONV'3ON11HOS103414 1 EQ I p� ..9 NO103NOH33S SSON301N3d111 'z MIA Ndld NOIltflflSNI 3 b0 ON3 12i3A1f10 IV dV):IdI21 0113sn OM 30113610 3dm a NOd V-VN01133S 6503301113433 'I If b '9310N 35119 1103381 I P J4 3011335 3O H1OIM II 1 3N38ALSA10d„Z e % % 1 1331 E NONdV 133/\193 ��g to ,i. 391314099 0031%3 0Ns 3198 1 ^ ¢ 3111 JO 113311 39133903 OlnOH53138tli T ��� y S 91111EELE 39453144'JI38tl43111%31030 1 I 1. 1 y 1 1 1— 71 %yy P 9014 sz� Oi F' '3414 40 033 3390 ONVn01WENV NItlWa31YM N11M 534 0381-9 3JV1d33 Itl601140 / I n a 398V140SI0 i rn 398VHDSIO 031tl908800_ 3d014 031V008803 3 3dOH 11YM 3l9NIS.,8 - _ 11VM 319NIS,.9 m0 3:C 01 0 V-V NOIIJ3SSD 31335 0110N �•� /331 331911 NO8dtl183A1033111 V )� NOII.J3S SSO2IJ NOIIV1f1SNI N I 830Nn ON31X3ONVdV8d183111 iO 2 V38113111838030100893188114 3111 8 98 8 •0£LE 3349834'3188843111831039 _ ,OT 'db g,•C.ti'..�3i. ` XVW 0,Z+OO s _> 6631 mo ii_I1%15% NM"., ''�! •(b ..Z I SI 30NV8V3l0 4I e a O38lnb38 NOM/10S NI -NIW.9 111111•101 r _ S -W49NILSIX3 1 WA NO 33831N33 •• e Wild a3M35 W8015 M3N .Oi'3N38A1SA10d 2 i,..1.!•111,• SO Qp 31V3S 0110N �.o e. ,� �[1 _ H0N3bl b3M3S W2101S OIJOI21-NON 00 i I••• Pli� 1 1 XYW„bZ+00 . 488419 Y .I•OE _OZ 8bN =�i;.+t•.Q� 8 3 AS j0•./4,.`��i.�i.�.. i/ �� 6'OZ L'8I S'ZC BC Z9 M��•r !•�,� I*'' - NA' M L9bZO W1SV 8 VIZ BSI 9'01 9C 9E •..V VID �- y 11 0# >,\ 83d dS'MS'd9'ONYS 80 V'9I E'ZT Z'9 ZI OE p A S'\ 1tl1831VW BtllfNVN910313S Z'EI .6 9'9 19 LZ M1 : ' E'ZT Z'6 Z'9 19Z e+ NOIIVONOOI 8Y1 NYNS 4'6 11 L'7 01 O[ TTZ - Si V'9 El, OI 81 _ Y9 66 Z'E , 8 SS 6'S 67 0'£ �I NIW 21 L�� �� 10.130) loA ml (00 ml f114) INI) 9-9 3011335 • Z OS 4118418 dYtldlB 1 3414 ��L `Jj� O314D9dS S8 H1d30 H1d30 81431] ONn08 " ���. .6Z .9I .ZI 8AO 10 y� ?'L1�°` i%t, .4* 1Yf831tlW 144[4 a"`.x `` ZIroSP 6=05P 9=05P � h� ,.. y NtM1 IIISSVI3 ILSSV1) - ,1 € 111430 N O NINIW 8690 W1Stl 834 kLiSN30 8010084 08VONV1S 9 804 31981 33S %56'1148089 031.38d1103 ' A LAND TYPE Torrens (T) DOC NUM 5737152 Certified, filed and/or recorded on Aug 5, 2020 4:30 PM Office of the Registrar of Titles Hennepin County, Minnesota Martin McCormick, Registrar of Titles Mark Chapin, County Auditor and Treasurer Deputy 55 Pkg ID 2052280M Attested Copy or Duplicate Original $2.00 Document Recording Fee $46.00 Document Total $48.00 Existing Certs 1485982 This cover sheet is now a permanent part of the recorded document. (reserved for recording information) DECLARATION AND EASEMENT THIS DECLARATION AND EASEMENT (Declaration) is made this 8th day of July ,2020 by Eric J. Vogstrom and Elizabeth A. Vogstrom,individual (Declarant) in favor of the Minnehaha Creek Watershed District (MCWD), a special purpose local unit of government with purposes and powers pursuant to Minnesota Statutes Chapters 103B and 103D and the Declaration and Easement in favor of the City of Orono ("City"), a Minnesota municipal corporation. RECITALS WHEREAS Declarant owns real property within the City of Orono, Hennepin County, Minnesota,platted and legally described as: Lot 2, Block 1, PENCE LANE ADDITION Property ID: 21-117-23-23-0061 2710 Pence Lane, Orono, MN 55331 (the Property) and no one other than Declarant, Eric J. Vogstrom and Elizabeth A. Vogstrom, has any right, title or interest in the Property; and WHEREAS, the Property constitutes the entirety of the land to which MCWD Permit# 19-054 applies; and WHEREAS, the Declarant desires to subject the Property to certain conditions and restrictions imposed by the MCWD as a condition to issuance of Permit# 19-054 for the mutual benefit of the MCWD and the owners of the Property; and WHEREAS the Declarant intends to construct Stormwater Facilities on the Property that are subject to the requirements set forth in City of Orono City Code; and NOW,THEREFORE,Declarant makes this Declaration and hereby declares that this Declaration shall constitute covenants to run with the Property in perpetuity, and further declares that the Property shall be owned, used, occupied and conveyed subject to the covenants,restrictions,easements, charges and liens set forth in this Declaration, all of which shall be binding on all persons owning or acquiring any right,title or interest in the Property,and their heirs, successors,personal representatives and assigns. All features requiring maintenance identified on the scaled site plan for the Property attached hereto and incorporated herein as Attachment A will be maintained in perpetuity in accordance with as follows: 1. STORMWATER FACILITIES a. Underground storage facilities. Underground storage facilities will be inspected at least annually to ensure continuing performance per design. Capacity will be considered inadequate if sediment has decreased the storage volume by 50 percent of the original design volume. Accumulated debris and sediment will be removed, and inlet and outlet structures will be kept clear of any flow impediments. b. Grit chambers, sump catch basins and sump manholes. Grit chambers, sump catch basins and sump manholes will be inspected once each year. All sediment and debris will be removed as needed such that the stormwater facilities operate as designed and permitted. c. Proprietary stormwater facilities. Proprietary stormwater facilities will be inspected at least annually and maintained as specified or recommended by the manufacturer and/or installer as described in Attachment B. d. Scope of Inspection. The inspection shall cover, without limitation, the entire stormwater runoff management facilities, including access roads and buffers. Deficiencies shall be noted in the inspection report. A stormwater runoff management facility will be considered inadequate if it is not compliant with all requirements of the Plan approved by the City and MCWD and City stormwater maintenance standards. e. Reporting. The Declarant will submit to the MCWD and to the City once every 5 years a brief written report that describes stormwater facility maintenance activities performed under this declaration, including dates, locations of inspections and the maintenance activities performed. The Declarant shall be responsible for the payment of any associated costs. f. City Access and Maintenance Rights. The Declarant hereby grants permission to the City, its authorized agents and employees,to enter upon the Property and to inspect the stormwater runoff management facilities whenever the City deems necessary. The City shall provide the Declarant, its successors and assigns,copies of the inspection findings and a directive to commence with the repairs if necessary. g. Failure to Maintain. In the event the Declarant, its successors and assigns, fails to maintain the Stormwater Facilities in good working condition acceptable to the City and such failure continues for 60 days after the City gives the Declarant written notice of such failure, the City may enter upon the Property and take whatever steps necessary, including excavation and the storage of materials and equipment,to correct deficiencies identified in the Inspection Report. The City's notice shall specifically state which maintenance tasks are to be performed. The City may charge the costs, including assessing the City's costs to the Declarant's property taxes of such repairs,to the Declarant, its successors and assigns. This provision shall not be construed to allow the City to erect any structure of permanent nature on the land of the Declarant outside of the Easement Area for the Stormwater Facilities.It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Stormwater Facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. In addition, Declarant agrees that it is, and will be, solely responsible to address complaints and legal claims brought by any third party with regard to the maintenance and operation and the consequences there from the Stormwater Facilities. The Declarant expressly agrees to defend and hold the City harmless from any such third-party claim. 2. GRANT OF EASEMENT a. Declarant hereby grants to the City, its successors and assigns, a permanent non- exclusive easement for the purpose of accessing and maintaining the Stormwater Facilities pursuant to the terms of this Agreement over, on, across, under and through the Easement Area. b. The easement shall include the rights, but not the obligation, of the City, its contractors, agents, servants, and assigns, to enter upon the Easement to construct, reconstruct, inspect, repair, and maintain said private Stormwater Facilities together with the right to grade, level, fill, drain,pave, and excavate the Easement Area, and the further right to remove trees, bushes,undergrowth, and other obstructions interfering with the location, construction, and maintenance of said private Stormwater Facilities systems. 3. REIMBURSEMENT OF COSTS The Declarant agrees to reimburse the City for all costs incurred by the City in the enforcement of this Agreement, or any portion thereof, including court costs and reasonable attorneys' fees. 4. INDEMNIFICATION. This Agreement imposes no liability of any kind whatsoever on the City. The Declarant hereby agrees to indemnify and hold harmless the City and its agents and employees against any and all claims, demands, losses, damages, and expenses (including reasonable attorneys' fees) arising out of or resulting from the Declarant or the Declarant's agents or employee's negligent or intentional acts, or any violation of any safety law, regulation or code in the performance of this Agreement, without regard to any inspection or review made or not made by the City, its agents or employees or failure by the City, its agents or employees to take any other prudent precautions. In the event the City, upon the failure of the Declarant to comply with any conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement,the Declarant shall indemnify and hold harmless the City, its employees, agents and representatives for its own negligent acts in the performance of the Declarant's required work under this Agreement, but this indemnification shall not extend to intentional or grossly negligent acts. 5. RECORDING, BINDING EFFECT. This Agreement is a personal obligation of Declarant for so long as Declarant owns fee title to the Subject Property and shall be binding upon the executors, administrators, successors, heirs and assigns of Declarant with respect to Declarant's obligations and liabilities under this Agreement that relate to the period of its ownership. This Agreement shall be recorded against the title to the Subject Property and shall run with the land and be binding upon each owner of fee title to the Subject Property with respect to the period of its ownership. Upon the conveyance of fee title to the Subject Property, the transferor will have no further obligations or liabilities under this Agreement that relate to any time after the conveyance, and the new owner will, by accepting title to the Subject Property, become bound by this Agreement with respect to all obligations and liabilities of the "Declarant"that relate to any time after the conveyance, for as long as the new owner owns fee title to the Subject Property. Both the Declarant and a subsequent property owner are liable to the MCWD and the City for performance under this Declaration, and the MCWD and/or the City may seek any remedy in law or equity against the Declarant as long as the declarant owns the Property,and thereafter against a subsequent property owner to enforce this Declaration. [the remainer of this page is left intentionally blank] DECLARANTS: f Eric Vogstrom li v.I �� ill A Eliza s �gs04 — Ir t STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this 154---day of Gell1P-N , 2020, by Eric Vogstrand Elizabeth Vogstrom, husband and wife. 'i! ,i , iI o ary Public "',;,'�, REBECCA L.SCHEIBER ''k jy` My Commission ExpYse Jen 31,2026 iA • 4 7 / L _ Q CITY OF ORONO BY: te. (SEAL) \i JOj 51^ ,Mayor AND �• City Administrator STATE OF MINNESOTA ) (ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this 2 1 day of In y , 20 20, by j)e tint s Vt/ ( h. and by pU.S-h ti f\ respectively the Mayor and City Administrator of the City of Orono, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. Oa_ N• ARY PUBLIC (^11111-/yll,,,�lllllll„/l�llll•�111 16 ANNA MARIE CARLSON This Instrument Was Drafted By: NOTARY PUBLIC-MINNESOTA Beth Keister, P.E.> ENV SP m My Commission Expires Jan.31,2025 ✓llll,/lllllllllllll✓,ll�llll Pinnacle Engineering, Inc. 11541 95`h Ave. N. Phone: 763.315.4501 Email: bkeister@pineng.com Declaration & Easement Attachment B MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. Issued to: William and Susan Dunkley Permit No: 20-292 Location: 2709 Walters Port Lane, Orono Purpose: Erosion Control— Stormwater BMP Installation Date of Issuance: 07/08/2020 Date of Expiration: 07/08/2021 By Order of the Board of Managers Erin Manlick Permitting Assistant This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on June 12, 2020 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time • Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org CERTIFICATE OF SURVEY FOR 40{,,\ 1 BILL 8c SUE DUI KLEY - 1 AND ERIC VOGSTROM ��� \\ ;' OF LOTS 1 & 2, BLOCK 1, PENCE LANE ADDITION // 1` HENNEPIN COUNTY, MINNESOTA 1 I // I / 1 / I 1 -- - --- ----` ' 01.11-1 tJ T A1 1 M _ 1ill /I /I / \ \\ /i I / /� df I 0 30 60 120 / / 1 rthFMMf•lrt1NONNINO•mh / ^� �, S 89°06'06" E.„,---- \\ \\ . 8`9 1 SCALE IN FEET \ :'t1 ----rL r N 7..-0-7---\� t - --2' : s /__ „...1.113L--;_','s�2o�i E twat-_-_„� `Zo " / I•••, o0 r N ..-N. / I:_. O. A -\ •'; I ,N ' 10 \ 'v- I Y,.O i. -_I- ORANAGE AND \ \r (F) I ' O 20 iI _-- UTILITY EASEMENTS -'"•.y .....y 0,, / y EXISTING LEGAL DESCRIPTIONS I \ Lot 1, Block 1, PENCE LANE ADDITION (Dunkley) o`er \y° Lot 2, Block 1, PENCE LANE ADDITION (Vogstrom) - -- \ \ I5 a i I o : denotes Judicial landmark found �+ -I - - > . "-- y N P� \ - \\ I i k S• : denotes iron marker found ! ---al \ o : denotes iron marker set y i - °*�MI F3 \ \\ a \I (908.3): denotes exitsing spot elevaiton, mean sea level datum ; - " \\\ I Z ' 1910.81: denotes proposed spot elevation ►d / .s �a„rrPc.•: _------.__ _ o ..I; ---917---: denotes existing countour, mean sea level datum 0 ,--I _ -=- °b \\ I I A X930( denotes proposed contour line `roan \ � I I \ N This survey intends to show the boundaries of the above described property, and E-"(1! / �l\\\ . I \ - the location of existing houses, retaining walls, drives, spot elevations, topography, ((( and visible "hardcover, and the proposed location of a proposed addition and garage Zm I ).,\8 \\ I I thereon. It does not purport to show any other improvements or encroachments. . I , I ; li WETLAND AS DELNEATED I 1 "' CATCH BASH BY ANDERSON ENGNEER3) ' 1� ' I T 942.5 094Nvyana)� U.a) ON 4-10-17(MANAGE 3) I �[I0 E NV4e41.0 N1L0.21!AC. f ..o I I�IJ• I `~.^'�(rwl W.NV�WE.3 O F N440 TF >�, „_ 01 ..//� / / / A' ,/ -• TING 12•CMP //Jp/. / / I' EXTEND OR REPLACE /?/,• // / / / X10 ET TRA NOTE:A PORTION OF TIE AMONG 1 l /N // / / 5 3 g / RAM 6 IP OUTLET R=10.00 I . LAGOON S 89°27' 17" E HOUSE LOCATION TAKEN FROM A SURVEY 1 ,,,;(/*-' �/, 11 ,/ / I/ Y' a s APRON&4 cY A=90°00'00'� / BY CAfDARELLE DATED 3-19-1B. i L=15.71 ' 10.00 / I ( ! --\ .1.- j4` / N ; \ .' I / / r1 1 I i;I,/A j t r-• F r \ IL 9u t32______/.71 ,/,/,f4,;-',6•// /I 10 .....1 / l I I! 1 _ - - ----- IEva •. q)2•- \,../ I 5241 1 i 1fY . \�� 4.4 w°n•7 Wt10 . _g as . ,I. /, /-' //// / '<-�_...... PPRCP°45ED cnNT as N . rLERE ,:,°. ��-/ / / [}6101.. ro.,af t °��` ' I :x. u... "11 j /_L-. II GRADE AFTER / [--934 -. / dd r:•�A�"'••�� EXISTING `_T4mPim-"D I 94't / / - - ``�����`t ! ?l ,•• TAir iw`�a-;. HOUSE N2. '1 „ > Cl• • /,yye \}:;{ /'0 s.�_p: • cs...,,,..,iiiikowws a °24. 17" E w:`ewer -41•2_• �rf_'. -• �j� / /• f z i ..411 .,. .....;;:i; n°"a ' 11.00 ,43" E...;',... �•`� uaaw5a"i j: _,°: ss♦ : •., +:'7:, o ( /A3�-�,'' - (Mas, eLA(xroP N 83°356 C 141►N.LMPH - i' •Ai 3 :•�_ - _li • •705...°''..2"'" o o� I '- aa2EWAr. _ a.' �_ �� - ro eN9 ` �r-Ax. NN it \ ' -lam_,,. -------1-19 ° _�� AacTM Rw"';,► -nt.'o`A': t' u.ac,n / '_' "r:,rswxe.,ar, I/\ (E\T'(�,\.t \ ` h CON WAY �• TY c.o.��! �: 1 002. l' iaq.0 41 6.0 'II A °I� 4 �o1AN4a/tAYOWi°.S 11.1 \ N D T y + .. o i.I1aANAD. 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II 1\1 II I' �ioI s1NI k, (s) PDa p,. v'i �* f. / (>> MIN N E 1 ON KA 1 1 '1 lid' j ' ( :.., ,'I `' I 1\ 1 I II`1 ! / \\DOLT G I 1 I \i / _ -9y, 'ft) \ EXISTING 1.y CARMAN'S BAY • I I�1 /I , /' / " N HOUSE m 0 re;, I `I, / \, ,,C(� O P..20-41 524122•2, /) ^_' 1 \ 1\\\ /1I ! \\ \\ \ Fj' -o #2715 \/ N SI) 2004.2-2.22, DATE REVISIONS 202 \ \\N\1. tk,---...,, ^yy\ ,4 SET. •Jq�® I legit" _.. VMS4 trout EV 1y O 1-i.H av®DPW \N. N \ �\ - . Alba A N .n-,a NaN[NN.xoM,a TOPOrrNY \\ �\ \--.� .�� \ 0) M. 4-.,4 N.MO S1oaY°E 120.25 520TH \ \ \\ �'711${'1 j, - 1\(\ .ta-1e P•2401m MONO PVN \\ \ y \ '. _ 952 '• !' ,0-1-111 .41.}.2°11.221 �- \\ : _ TO-24-15 \4'� • 12.,'....1 I ��\1" -.1. N)OoaNL NOT13.SILT roc b. ^A1t`�..1"�•. ::�s .. t• '� 1.1.111 2040®eo.s NO AOa1EINTL MAOW \(9� :v: +,. - 4-2.14 PROPOED SOW OWE=.®OE EW \` 7L .2Y,4 EMr ware M.NO 14454220,124PROPOSED•.,,,,.�..., \ - 70-24-14 Nmora 4.24 440112.4 OM#2101 14=2 TO NORM NL OF RCS we norm aaap,o SHOWN STARWAY(N) _ 2-14-20 1410.05M21I11O1 _� 20 2-24-00 PET= 4001110•10POSED4001110•1 -� .2-4444...----••2-4444-�_•- 4-17-20 44010.520 UeoWtaO, IE.1001 N 125102 �....4 5-11-20 1.21.1112a1N 1Ee LOCATED,NON 0102.41.244.4.... 5-24-20 1154E014e ..I hereby certify that this plan, specification,or report PROJECT GRONBERG & ASSOCIATES, INC. was prepared by me, or under my direct supervision, DAtt and that I am a duly Licensed Land Surveyor under the 7-16-18 CIVIL ENGINEERS,LAND SURVEYORS,LAND PLANNERS laws of the State of Minnesota. acNa S nesot20.1.0:8A 1"-30' 445 NORTH WILLOW DRIVE LONG LAKE, MN 55356 Mork S. Gronberg Mina Lic Se Number 12755 20 04610 952-473-4141 JY I DUNKLEY UNDERGROUND STORMWATER SYSTEM ,_ ORONO, MN „..irv,. ; ' '!'s 0 `; '" r .., Saga Ha s t r, r u t �' rely, 11 �� Stto ;•5, .4-.,...„,„t O • ik ire ID' r ` ° *e a ' a { i», i.„.;-,..,,,, ,-...,-7,.-„,„,...,,,, . • f" terT1/44".4- *47'4,', - d ''S.:;;;.:-F,4":4:44;:;;41',.:-.144,%; te � �r . ; _ $ ''w,.�' 1:, - t� — t - . E .i ,, tar' iz y «. . rF r42r 1 r `24 '.4f4,,;),4%;.;',... ..4-4%,"4 b. a .s,-�t a i4 = r{ ;fir`° qs.•turE' .. ` �*' "';1i,.�'i,_.�*.' 1'�n ° �' seimnetonkbech •' ;qly, . k � r-�aliDr ) Spring Park " • a.' iA ra ahpiyata ,-1-4. IINIMMMMIll .,..`:,I.: '€' '2a " t a,, ,i . Sq St O " � lad„ +tr +C-- "" ITE LOn , ;r Island P4.„.. {� ,' :11'-1` 41' 311 .J � ,' Q4-, . o, g u t . -*ft,'aaau -la». '4 � j u , , Tonka Bay to =E WI Cn Enchanted �~ ' £ ;' G �W c"'a .` Island •a, a 0 ce , z ; { ° I land Eureka4. 1111 , , (Si Shorewood - as Tii w LT, w timinimiso 0 20 40 0 0.5 Miles Miles o OW CITY OF ORONO: GENERAL NOTES: } 1. EXISTING INFORMATION TAKEN FROM SURVEY BY GRONBERG&ASSOCIATES,INC.,LATEST REVISION DATED 5-11-2020,PROJECT NUMBER 20-046A. 0 CC MELANIE CURTIS, PLANNER BACKGROUND SURVEY ON THESE DRAWINGS IS FOR REFERENCE ONLY.REFER TO CERTIFIED SURVEY AS THE BASIS FOR ALL PROJECT WORK. Z W 952.249.4627 ART TAYLOR, CITY INSPECTOR 2. BENCHMARKS ARE INCLUDED ON DRAWING NO.1.BENCHMARKS ARE PROVIDED AS TWO(2)TNH,NGVD 1929. D Q 3. CONTRACTOR WILL NOTIFY ENGINEER OF MONUMENTS OR BENCHMARKS THAT ARE DISTURBED BY CONSTRUCTION. r 612.756.2048 4. OWNER WILL STAKE EASEMENTS AS REQUIRED FOR CONTRACTOR TO PERFORM INSTALLATION. -I 2 DRAWING INDEX 5. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE-CALL AND OBTAIN PUBLIC AND PRIVATE UTILITY LOCATIONS PRIOR TO INITIATING WORK. w Z O 6. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS INCLUDING LOCATIONS OF EXISTING PUBLIC AND PRIVATE UTILITIES AND NOTIFY ENGINEER 3 D H ENGINEER: OF DISCREPANCIES AFFECTING THE WORK PRIOR TO STARTING CONSTRUCTION. a 7. ALL EXISTING UTILITIES AND OTHER IMPROVEMENTS ARE TO REMAIN UNLESS NOTED OTHERWISE. PINNACLE ENGINEERING, INC. SHEET TITLE 8. ALL LANDSCAPING AND EXISTING TREES AND SHRUBS ARE TO REMAIN UNLESS NOTED OTHERWISE. 9. SUBSURFACE GEOTECHNICAL INVESTIGATION REPORT AVAILABLE UPON REQUEST. BETH KEISTER, P.E. NO. 10. CONTRACTOR TO KEEP FROM DAMAGING EXISTING IMPROVEMENTS,LANDSCAPING,STRUCTURES AND UTILITIES THAT ARE TO REMAIN. 11541 95TH AVENUE NORTH CONTRACTOR TO REPAIR DAMAGE AT OWN EXPENSE. MINNEAPOLIS, MN 55369 00 TITLE SHEET 11. ALL WORK TO CONFORM TO CITY OF ORONO,MINNEHAHA CREEK WATERSHED DISTRICT,FEDERAL,STATE OF MINNESOTA AND OTHER APPLICABLE O. 763.277.8408 I BKEISTER®PINENG.COM 01 EXISTING CONDITIONS STANDARDS AND REGULATIONS. i y 12. ALL EXCAVATIONS WILL COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR,PART 1926,SUBP.P.,"EXCAVATIONS AND TRENCHES."THIS 0 DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1 p 9 UTILITY CONTACTS: 02 PROPOSED SAND FILTER LAYER 13. CATCHBASINS AND MANHOLES ARE SHOWN ON PLAN LARGER THAN ACTUAL SIZE.COORDINATE LOCATIONS OF CATCHBASIN AND MANHOLE o COVERS AND CASTINGS WITH PIPING AND OTHER FEATURES. 03 PROPOSED CONDITIONS SYSTEM 14. COORDINATE WITH OWNERS ON WORK OUTSIDE OF EASEMENTS,BUT WITHIN PROPERTY BOUNDARIES OF 2709 WALTERS PORT LANE AND 2710 F— Y GOPHER STATE ONE CALL PENCE LANE. WEl p CALL 48 HOURS PRIOR TO EXCAVATION 15. DO NOT PERFORM WORK OUTSIDE OF PROPERTY BOUNDARIES.ANY WORK REQUIRED TO BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES W S z 1,9 TO LOCATE UTILITIES 04 DETAILS MUST BE APPROVED BY OWNER AND ALL REGULATING GOVERNMENTAL ENTITIES AND APPROPRIATE PERMITS MUST BE OBTAINED. w a 8:6, 651.454.0002 05 DETAILS 16. CONTRACTOR IS WILL OBTAIN PERMITS AND PAY FEES ASSOCIATED WITH CONSTRUCTING THIS WORK. 17. PROVIDE TRAFFIC CONTROL,AS REQUIRED,AT STREETS AND SIDEWALKS AND PUBLIC RIGHT-OF-WAY PER CITY OF ORONO,HENNEPIN COUNTY ` W zg AND MNDOT REQUIREMENTS.TRAFFIC CONTROL DESIGN,RELATED PERMITTING,AND DRAWINGS SHALL BE THE RESPONSIBILITY OF THE " I v O6 CONTRACTOR. o a U m.tieg DFI N: Ju\l II mpr.pozo\C—D Clients\DunIeey\EM2O2G2O23 Dunkley Underground Stormeoto System\Site Mop_e.g s 3l0 I I I I I . 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DATE ISSUE/REVISION DRWN CHKD DUNKLEY UNDERGROUND 7nrz020 PROPOSED CONDITIONS STORMWATER SYSTEM DRAWN Pinnacle SYSTEM ASM rill Engineering - DESIGNED: PROJECT NO. EM20202023 DRAWING NO. CLIENT CHECKED 11541 95th Ave N. 03 BAK Minneapolis,MN 55369 SCALE: AS NOTED (763)315-4501 APPROVED www.pineng.com - Dmeing File:N:\I P, cte\C-0 Cllnte\0unldey\EN20202023 Dunkley Underground Stormwaler System\Ste Nep_Ld.g Plotted Dal<:Jul 08,]020 N n T m0 r X -1 in T, I z Oz xn W � > ._. T z rn LI" p z m I 3 3 o 1-'' � G� zC In > NJ 3 0 Z R° X n mi -n o O 0 C 2 0 m D i- I 70 . 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C� D0w RArwraOVt '_yAGR0Crp.+ OI,Tt0Au1.1 -( • NNoN m m • DRAWING TITLEPROJECT DATE: NO. DATE ISSUE/REVISION ORM CHKD DUNKLEY UNDERGROUND mono DETAILS STORMWATER SYSTEM DRAM ' „rig Pinnacle ASM Engineening DESIGNED: a PROJECT NO. EM20202023 DRAWING NO. CLIENT CHECKED: 11541 95th Ave N. 05 BAK Minneapolis,MN 55369 SCALE: AS NOTED (763)315-4501 APPROVED: www.pineng.com