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Home My WebLink About02-080 Mickelson Site Plan PPLICA TIONS & APPLICA TION MA TERIALS . L: TEMPLATEIFILEINFO.DOC - Property Identification No. ;J" - '101 - - ~< r~@@rnD~@ Ri . City Or Priodake ~ I ~ ;... ,.. - .. 0 u '" ZONING/LAND USE APPLICATIO. ~ "l ~ ,,"" "'''''''ESo (' ,- Brief descripti . I- _, Type of Application (Please describe the proposed amendment, project, or variance request. Attach additional sheets if necessary). 0 } Imendment to Zoning Map 0 } Irnendment to Zoning Ordinance Text 0 } Iiilendment to Comprehensive Plan Land Use Map 0 ( onditional Use Permit 0 "\ ariance . 0 P anned Unit Development 0 Senior Care Overlay District OF orne Occupation o } Imendment or Modification to approved CUP or PUD [8J S te Plan Application Applicl nt: Scott Mickelson . Addres : 13535 Quentin Avenue, SavaRe, Minnesota 55378 Teleph ne: 952/890-9461 (home) 952/890-9461 (work) (fax) Proper iY Owners (if different than applicant): Addres : . Teleph ne: (borne) (work) (fax) Type 0 Ownership: 0 Fee .0 Contract for need 0 Purchase Agreement Legal I escription of Property (Attach additional sheets if necessary): Please see attached. I Planning Case File No. CQ;-t9 Jf) ~ To the br.1 st of my knowledge the information provided in this application and other material submitted is correct. In addition I have read the relevant sections of the Prior Lake Ordinance and procedural guidelines, and understand that appli ons will n e p ocessed nlil deemed complete by the Planning Director or assignee. , b - -t!? Ap it's SIgnature Date b-2b-t'2- }]}ate 3 'V'-:2.-~ . 1:~andOr::Ou_~~n~g~on:~~ app~:__..__._. . .......... . ..... "-."I~I'_.": Pt_II..! "'* .,.~. e""w.. lr m@mn City of Prior Lake D ZONING/LAND USE APPLICATlO .1M 21 . Type of Applic:afion o to ZOning Map o endment to Zoning Ordinance Text {] endment to O>mprebensive Plan Land USe Map o ditional Use Permit o 'ance o ed Unit Development o . or Care Overlay District o e Occupation o " dment or Modification to approved CUP or PUD IX! S te Plan Application Brief (p1eaae d$:ribe lbe Jl'OPOSCd-dmen~ project, or variance Atlaelll.ddilional8beetBifn ). Scott Mickelson 13535 Quentin Avenue, SaveRe, Minnesota 952/890-9461 (borne) 952/890-9461 55378 (work) (fax) (borne) (work) o Contract for Deed (fax) o Purchase Agreement o Fee cription of Property (Attach additional sheets if necessary): Please see attached. of my knowledge the Information provided In this application and otber material aubmitted is correct. In I have read the relevant sections of the Prior Lake Ordinance and procedural gnidelines, and understand that ns will p ocessed ntil deemed complete by the Planning Director or assignee. . b- -t!? Date b-2i> t'2. Date l:\handou 001 handouts\zoning\zoning app.doc SITE PLAN APPLICATION SCOTT MICKELSON 16705 WELCOME AVENUE, PRIOR LAKE MN LEGAL DESCRIPTION ~~at part of the East Three Fourths of the Southeast Quarter of Section 1, Township 114, Kfge 22, Scott County, Minnesota described as follows: C mmencing at the southeast comer of said Section 1; thence on an assumed bearing of orth 01 degree 21 minutes West along the east line of said Section 1, a distance of 1 51.72 feet; thence South 88 degress 39 minutes 00 seconds West a distance of 1875.73 fi et; thence South 86 degrees 11 minutes 30 seconds West a distance of 84.66 feet to the e st line of the west 30.00 feet of the East Three Fourths of the Southeast Quarter of said S ction 1; thence North 86 degrees 11 minutes 30 seconds East a distance of 514.66 feet; tJience South a distance of 704.31 feet to the center line of County State Aid Highway ~o. 12; thence South 63 degrees 37 minutes 56 seconds East along said center line a dIstance of73.66 feet; thence North a distance of 412.00 feet; thence East a distance of 9 4.00 feet to a point hereinafter referred to as point "A;" thence North a distance of 2 4.00 feet; thence West a distance of243.86 feet; thence North a distance of 101.00 fi et; thence northwesterly along a tangential curve concave to the west, having a radius o 455.74 feet, a central angel of 15 degrees 00 minutes 00 seconds, an arc length of 1 9.31 feet; thence along a reverse curve concave to the east, having a radius of 424.68 f~et; a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 111.18 feet; tiience North tangent to said last described curve a distance of 104.56 feet to the actual ~. int of beginning of the tract ofland to be described; thence continuing North a d stance of 199.57 feet more or less to its intersection with the following described line: ommencing at the southwest comer of Block 1, plat of Whitewood 1 ,t Addition, Scott ounty, Minnesota; thence southerly along the southerly extension of the west line of s id Block 1, a distance of200.00 feet to the actual point of beginning of the line to be d scribed; thence South 88 degrees 59 minutes 50 seconds West parallel with the esterly extension of the southerly line of said Block 1, to its intersection with the a orementioned line; thence North 88 degrees 59 minutes 50 seconds East along said line a distance of273.89 feet more or less to its intersection with a line drawn North from the a orementioned point "A;" thence South along said line a distance of 204.27 feet to the i9tersection with a line drawn East from the point of beginning; thence West a distance of273.85 feet to the point of beginning. I ~' gether with a nonexclusive easement for roadway over and across that part of the East Tree Fourths of the Southeast Quarter of Section 1, Township 114, Range 22, Scott unty, Minnesota described as follows: , I strip ofland 60.00 feet in width the centerline of which is described as follows: mmencing at the southeast comer of said Section 1; thence on an assumed bearing of orth 01 degree 21 minutes 00 seconds West along the east line of said Section 1, a d stance of 1251.72 feet; thence South 88 degrees 39 minutes 00 seconds West a distance o 1875.73 feet; thence South 86 degrees 11 minutes 30 seconds West a distance of 8t.66 feet to the east line of the west 30.00 feet of said East Three Fourths of said S utheast Quarter; thence North 86 degrees 11 minutes 30 seconds East a distance of 5 4.66 feet; thence South a distance of 704.31 feet to the centerline of County State Aid ighway No. 12; thence South 63 degrees 37 minutes 56 seconds East along said c nterline a distance of73.66 feet; thence North a distance of 412.00 feet; thence East a d stance of700.15 feet to a point hereinafter referred to as point "A," the point of b ginning of the line to be described; thence North a distance of325.00 feet; thence a ong a tangential curve concave to the west having a radius of 455.74 feet a central jgle of 15 degrees 00 minutes 00 seconds an arc length of 119.31 feet; thence along a r verse curve concave to the east having a radius of 424.68 feet a central angle of 15 d grees 00 minutes 00 seconds an arc length of 111.13 feet; thence North tangent to said l*t described curve a distance of304.03 feet and there terminating. i I Tpgether with a strip ofland 60.00 feet in width, the centerline of which is described as fqllows: I , BFginning at the above referenced point "A;" thence southerly along a tangential curve c~ncave to the west having a radius of 569.68 feet a central angle of 15 degrees 00 rrjinutes 00 seconds a chord bearing of South 7 degrees 30 minutes 00 seconds West an rolc length of 149.14 feet; thence along a reverse curve concave to the east having a ~diUS of 491.09 feet a central angle of 15 degrees 00 minutes 00 seconds an arc length o 128.57 feet; thence South tangent to said last described curve a distance of 466.51 feet ore or less to the centerline of County State Aid Road No. 12 and there terminating. 2 -L III MARY KAy MICKELSON 75-1694/919 , SCOTT H. MICKELSON 3012507 ;, 13535 QUENTIN AVE. S PH. 952-707-1904 b -2/ _ ~ ., SAVAGE, MN 55378 b C/.c........ C / ~/f/t:pr-LqIATE 7984 i $ 300, e,o e>D C1 ~,,_. C'LL.'I.R3 l!J ~:.:"o._ PSBI PRIME SECURITY BANK U05VierIingDri~ .... ....,.. : Sh,'-,.MN"'19 . Ph. 952-403_64CO , MDll' ~~. - -.- -- __ ________"P I:O"lI."l H,"l" 1.1: :iO~250?O~II' OHa.. -~_._- CITY OF PRIOR LAKE 16200 EAGLE CREEK AVE SE PRIOR LAKE, MN 55372 (952) 447-4230, FAX (952) 447-4245 RECEIPT # 417J 0 DATE' ~ III "1-/ l:Jl.. . I R'~",d o~ ~~If ::::.n~ ~ u,j, the sum of I.. 00 for the purpos~ of . &iL uplA/Y\ Cl.ffl'1L d-;.~ dollars Invoice # $ 3a:P9- . Receipt Clerk for the City of Prior Lake f(::~ -.::. IQ~~-JI-" ~ :'~ ~ ;1,_', r- ::nc. '(})1 N -'IJI ~ " l ." .-.--- Eo< I:I:l a u ~ == u z o .... Eo< - a::w o..C c: .Q ~ i5. 0. . <l:~ '" '" '" 0. ::l e 0. 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No. A 601567 OFFICE OF THE COUNTY RECORDER SCOTT COUNTY, MINNESOTA Certified Filed and/or Recorded on 05-12-2003 at 10:30 Receipt: 280424 Pat Boeckman, County Recorder 01 Fee: $ 20_00 AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FORSCOTTMUCKELSON THIS AGREEMENT is made this 21st day of April, 2003, by and between the CITY OF PRIOR LAKE, a Minnesota municipal corporation, organized under the laws of the State of Minnesota ("CITY") and SCOTT MICKELSON ("DEVELOPER''). RECITALS WHEREAS, the DEVELOPER has proposed constructing a storage yard on property within a landlocked watershed basin ("BASIN"); and I WHEREAS, in evaluating the construction of a project within a BASIN, the CITY ! considers the appropriateness of requiring certain storm water management principles; WHEREAS, infiltration/storage system capacity is an important storm water management principle; WHEREAS, the DEVELOPER has submitted a plan for construction of an infiltration/storage system. NOW THEREFORE, based on the mutual promises and covenants set forth herein, the sufficiency of which is not disputed, the parties hereto agree as follows: 1. Purpose. The purpose of this AGREEMENT is to set forth the terms and conditions for the construction, monitoring and maintenance of an infiltration of a storm water management infiltration storage system ("SYSTEM"). 1:\02files\02siteplan\02-080 mickelson\m & m agreement.doc 2. Recitals. The recitals set forth above are incorporated as if fully set forth herein. 3. Descriptiou of the Project. The DEVELOPER is constructing a storage yard on land legally described in Exhibit A. Exhibit A is incorporated herein as if fully set forth. In connection with the construction of the storage yard, the DEVELOPER is required to construct a storm water management infiltration storage system. 4. Storm water Manaeement Infiltration Storaee System. 4.1. The SYSTEM will be constructed in accordance with the plans and Permit, approved and issued by the CITY. Said plans and Permit are attached as Exhibit "B" to this AGREEMENT. Exhibit B is incorporated herein as if fully set forth. 4.2. The design ofthe SYSTEM will not be changed without prior written approval of the CITY. 5. Maintenance of SYSTEM. 5.1. The DEVELOPER is solely responsible for the maintenance of the SYSTEM to ensure that the SYSTEM continues to provide adequate infiltration capacity for the future. For the purposes of this AGREEMENT, "adequate infiltration capacity" means storage capacity to accommodate at least all run-off from a one- year, twenty-four hour rainfall event and the capacity to infiltrate all run-off from the one-year run-off event within seventy-two hours. 5.2. Maintenance shall comply with a maintenance plan prepared by a professional engineer, registered in the State of Minnesota. The plan shall include, but is not limited to, cleaning, repairing and any other work deemed necessary to ensure the proper function ofthe SYSTEM. A copy of the maintenance plan shall be provided to the CITY. 6. Monitorine. 6.1. The DEVELOPER must implement a monitoring program to demonstrate that the SYSTEM continues to provide adequate storage and infiltration capacity. 6.2. The Developer shall record the water levels in the infiltration basin once daily (Monday through Friday) for the month of June. The Developer shall check the volume of the basins on June 30th of each year. The records shall be submitted to the City no later than November I st of each year. 7. Default. A failure to comply with the plans, Permit or any of the terms and conditions of this AGREEMENT shall constitute a default ofthis AGREEMENT. In the event of a default, the CITY shall provide the DEVELOPER with notice as provided for in Paragraph 8. The notice shall set forth the nature of the default and the time within which the DEVELOPER must cure the default, which shall be not less than 48 hours, except that in the event that the nature of the default is such that, in the sole judgment of the CITY, it may pose an imminent potential risk to the health, safety or welfare to persons or property, the CITY may enter the property legally described in Exhibit A and perform the required work to cure the default. All costs incurred by the CITY to cure the default, including administrative costs, shall be the sole responsibility of the DEVELOPER. i 1:\02files\02siteplan\02-080 mickelsonlm & m agreement.doc 2 7.1. The CITY shall invoice the DEVELOPER for the costs incurred to cure the default. 7.2. The DEVELOPER shall pay said invoice within thirty (30) days of receipt thereof. 7.3. The DEVELOPER agrees that if DEVELOPER fails to pay the invoiced amount within the thirty (30) day period, the CITY may assess the invoiced amount against the property described in Exhibit A. 8. Notices. Required Notices to the DEVELOPER shall be in writing, and shall be either hand delivered to the DEVELOPER, its employees or agents, or mailed to the DEVELOPER by certified mail at the following address: Scott Mickelson, 13535 Quentin Avenue South, Savage, Minnesota 55378. Notices to the CITY shall be in writing and shall be either hand delivered to the CITY Manager, or mailed to the CITY by certified mail in care ofthe CITY Manager at the following address: CITY of Prior Lake, 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714. 9. License. The DEVELOPER grants the CITY a non-revocable license to enter upon the property legally described in Exhibit A for the sole purpose of curing any default or to prevent against any imminent potential threat to the health, safety or welfare of persons or property. 10. Indemnification and Hold Harmless. The DEVELOPER shall indemnify, defend and hold the CITY, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys' fees, that the CITY incurs or suffers, which arise out of, result from or relate to approval of the plans, issuance of the Permit or any provision of this AGREEMENT. The responsibility to indemnify and hold the CITY harmless from claims arising out of or resulting from the actions or inactions of the CITY, its Council, agents, employees, and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. II. Recordinj!. The DEVELOPER shall cause this AGREEMENT to be recorded against the property legally described in Exhibit A within 10 days of the issuance of the Permit. The DEVELOPER shall provide evidence ofrecording to the CITY within 10 days thereafter. 12. Heirs, Successors And Assij!ns. This AGREEMENT shall run with the land legally described in Exhibit A and shall be binding against all heirs, successors and assignees of the DEVELOPER. 12.1. Assil!llment. The DEVELOPER may not assign this AGREEMENT without the prior written approval of the CITY Council, which shall not be unreasonably withheld. 13. Miscellaneous. 13.1. Severability. In the event any provisions of this Contract shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. 1:I02filesI02siteplanI02-080 mickelsonlm & m agreement-doc 3 13.2. Waiver. Failure of either party at any time to require performance of any provision of this Contract shall not affect its right to require full performance thereof at any time thereafter and the waiver by either party of a breach of any such provision shall not be taken or held to be a waiver of any subsequent breach thereof or as nullifYing the effectiveness of such provision. 13.3. Enforcement of the Agreement. Any fees incurred by the CITY associated with enforcing any of the terms and conditions set forth in this AGREEMENT, including but not limited to CITY staff, engineering and attorney's fees, shall be the sole responsibility of the DEVELOPER. 13.4. Governing Law. This AGREEMENT shall be governed by the laws of the State of Minnesota. ExeCHted by the parties hereto as of the day and date first above written. "jl\' \"1' v ., i~., :r'CB'Y.~). LAKE SCOTThLSON.~}) , A,! ! By,; '.-(\ . By: ~ '11.(; ~~1 i . - -fi. . j \ '"" .0-:" . B~: r~..' .: . ..... : "~~\.... i' .' By: STATE OF MINNESOTA ) ) ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this 11 Sf, day of jpr~} , 2003, by Jack G. Haugen, Mayor, and by Frank Boyles, C' Manager, of the City of Prior Lake, a Minnesota municipal corporation, on behalf of c rporation and pursuant to the , authori ., il. STATE OF MINNESOTA ) ) ss. ) COUNTY OF"=",,J.~ 1:I02filesI02siteplanI02-080 mickelsonlm & m agreement.doc 4 ^ Reviewed as to By: DRAFTED BY: City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, Minnesota 55372 1:\02files\02siteplan\02-080 mickelson\m & m agreement.doc 5 _L_________________ EXHIBIT A That part of the East three Fourths of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota described as follows: Commencing at the southeast comer of said Section 1; thence on an assumed bearing of North 01 degree 21 minutes West along the east line of said Section 1, a distance of 1251.72 feet; thence South 88 degrees 39 minutes 00 seconds West a distance of 1875.73 feet; thence South 86 degrees 11 minutes 30 seconds West a distance of84.66 feet to the east line of the west 30.00 feet ofthe East Three Fourths of the Southeast Quarter of said Section 1; thence North 86 degrees 11 minutes 30 seconds East a distance of5l4.66 feet; thence South a distance of 704.31 feet to the center line of County State Aid Highway No. 12; thence South 63 degrees 37 minutes 56 seconds East along said center line a distance of73.66 feet; thence North a distance of 412.00 feet; thence East a distance of 944.00 feet to a point hereinafter referred to as point "A"; thence North a distance of 224.00 feet; thence West a distance of243.86 feet; thence North a distance oflOI.OO feet; thence northwesterly along a tangential curve concave to the west, having a radius of 455.74 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 119.31 feet; thence along a reverse curve concave to the east, having a radius of 424.68 feet; a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 111.18 feet; thence North tangent to said last described curve a distance of 104.56 feet to the actual point of beginning of the tract ofland to be described; thence continuing North a distance of 199.57 feet more or less to its intersection with the following described line: Commencing at the southwest comer of Block 1, plat of Whitewood I st Addition, Scott County, Minnesota; thence southerly along the southerly extension of the west line of said Block 1, a distance of200.00 feet to the actual point of beginning ofthe line to be described; thence South 88 degrees 59 minutes 50 seconds West parallel with the westerly intersection of the southerly line of Block I, to its intersection with the aforementioned line; thence North 88 degrees 59 minutes 50 seconds East along said line a distance 273.89 feet more or less to its intersection with a line drawn North from the aforementioned point "A"; thence South along said line a distance of204.27 feet to the intersection with a line drawn East from the point of beginning; thence West a distance of 273.85 feet to the point of beginning. 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Iii i IM-' ~'~-----'I ,r---. --I SCOTT MICKELSON:t~::~'t.w:~:,: =: :--.:. ,~':-' -":';"- RLK --=5 13535 OUENTIN AVE SOUTH :.........::.........::::::::::::::::::::.::.......::::::::::::':::: _ s.e:;g ,_~, CIiIiIiIIIIIOII "';:"'1=1= SAVAGE MN 55378.....,,:.....--...........--..:..--.:----:, ~ -......_ ::::::::::::::::..___:::::::.:::::::: -.. D,1[~ UC,OOll.~ ....__..,._".._.._ ~ !!i' ~i " "i , ,~ ! !~ i Ilii/iil II t '" ji .g ! lif 1-0 'lil'U ~ .. rljl' H " II! ,. i.11I i ~ I I'll , .. ! I 1 , ~ ! L. ... .-.- . ........ 1D.L"'llqI4~4~ RLK KUUSISTO LTD Gin OF PRIOR LAKE "",. t I ....u ~002 ,. " ~012 02~12c2003 1~:16 FAX 9529331153 '0 .-' . .' . CITY OF PRIOR LAXE Impervious Surface Calculations (To be Sublnitled with tluUclihg Pennit .Appllcolion) For All Properties Located in the Shoreland District' (SD). The Maximum Impervious Surface Coverage Pennitted is 30 Percent. Property Address 10706" u)C.t...CDME- AvE-. S.E. Lot Are S 5;( 77 . ;;;? 8 sq. ft. x 30% = .............. Ib, 58?; .,'6 ****** ************.******..********~*****~***************************** LENGTH WIDTII SQ, FEET HOUSE x ~ x x " GARAGE '" TOTAL PRINCIPAL STRUCTURE...................... DETA D BUILDINGS (~elSh.d) x x TOTAL DETACHED BUILDINGS.................."'.. x x x - 1!,3tfS,;lC" :; ~.oq7.50 '" DRIVE AYJPAVBD~AS (On eway-p.ved Dr 1101) (Sid walklPorlcing Areas) TOTAL PA \'ED AREAS....,................................".. j:3 I tf t..{ ;/. 7 {, PATIOS ORCI3ESIDECKS (open 0 ks W' mill, ope:IIlllg betWeen bolld.. w 1h 8 pCf\'ious.smf&c~ botg.,." ...e nOl c n'lderecllO be impervious) x. X - - x '" TOT ~ DECKS...u..,................................-......-..........u.. x X <= OTHE >= TOTAL O'rHER...............u....u..ul...,.,.........I~.U..'w......I.... IMPERVIOUSSURFACE 1/3 J 74'(;;".7~ \.;;zS':7bCj;.1 Date I;? / /6/0 d- dBy Cf.-tr hs JV~ Ff 1. Ie t./\ - kf...<.O. [, ,'S -1-0 Phone # q 5.;z - q '3"3 -0 CJ 7:J- 02..12.. 20~. 1<1: 16 FAX...M>29331153 RLK KUU515TO LTD I4J 001 N MBER: F OM: Engineering. Planning. Surveying. Landscape Architecture FAX TRANSMITTAL 2-12-03 Cynthia Kirchoff City of Prior Lake Allison Gontarek Fax # 952-447-5628 952-447-4245 Stcven Harvey Rl :.: Scott Mickelson's site plan for outdoor storage Impervious Surface Calculations p !,-OJECT NO.: 2002-391-M I N (Imber of pages including this cover letter 2 , I P (rRPOSE: i5< , AS YOU REQUESTED 0 , REVIEW AND RETURN ~ FOR YOUR J}..'FORMATION 0 REPLY TO SENDER ~ FOR YOUR APPROVAL 0 OTHER (SEE REMARKS) R EMARKS: I , I I , I I . 'V/;:l~fd~ , , ,," Offi't.s~ tUbbing . Minn(!tonka . Ham Lak.e . T'fJin Ports (952) 933-0972 . 6110 Blue Circle Drive' 5uitel00 . Mlnnetonk., MN 55343, FAX (952) 933-1153 Equal Opporrunity Emplo}'er I I .------ .---- Engineering. Planning. Surveying. Landscape Architecture rr: -- "i7-'--"~"~, \.'.--7 lr, . .-- '. j -- ~ ..... -'.-_.-. .....-.- ", TRANSMITTAL , . ,( .'9alJJ : I 'I TO Cynthia Kirchoff, AICP Planner, Cit of Prior Lake 16200 Ea Ie Creek Ave. SE Prior Lake, MN 55372 DATE: 3/l~,(Q3.jC 1 PROJECT NO.: 2002-391-M RE: Welcome Ave. (Mickelson Prop.) RLK-Kuusisto, Ltd. Project 2001-39l-M E SENDING YOU: CBl Attached 0 Under Separate Cover Via: Courier 6 I Date 3/18/03 3/18/03 No. Descri tion Sheet 3 of 5 final Construction Plans Sheet 3 of 5 final Construction Plans II x 17 TH SE ARE TRANSMITTED AS CHECKED: (If enclosures are not as listed, please notify us at once.) CBl s requested 0 Approved as submitted 0 Resubmit copies for approval 0 or your use 0 Approved as noted 0 Suhmit copies for distribution CBl or review and comment 0 Returned for corrections 0 Return corrected prints 0 rints returned after loan 0 for bids due 0 RE Jane End sed are the engineering plans revised per Item 1 of your letter dated February 20, 2003. for the Mickelson property. Items 2 and are addressed se aratel b Allison Gontarek, Es . Tha k ou CO Y TO: Scott Mickelson & Allison Gontarek, Esq. SIGNED: Steven D. Harvey, P.E. CBl (952) 933-0972 6110 Blue Circle Drive' Suite 100 . Minnetonka, MN 55343 FAX (952) 933-1153 0 (218) 262.5528 303 East 19'" Street. P. O. Box 656 . Hibbing, MN 55746 FAX (218) 262-5059 0 (763) 434.7646 1321 Andover Boulevard Suite 114 Ham Lake, MN 55304 FAX (763) 434-8007 0 (218) 720-6219 101 West 2" Street 'Suite 205. 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' '<",>.\",j .\/1 ~ 'ir,<.':::.:;/ ~~' eJll'> ' ~~d I \ ~ '..... ..... -- -......., o~ ~ ~ ~ ~ ~ '0_" \ \ \ \ \ , , \ \ , \ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ ~'" / !~."~ ~ "III !! ~~ ~/ " " " '.... " .'" I -r r- c I '7~!- . - ~ffi . - .. . - (-j ~'3~'J-!~ ~S. \" . >-...... '- :i~ .-.-.. "":il~ -- \ -:--- - -:: -~'- - ---- <:............-....... - -- -./... _..:::::::-::::~,_:-- ---. -'., ~ --./-------- --.:---;..,....., ~,"-- " ----- /.............~ / ~"- / -, .~ * . '1_'11'" ; Preliminary Storm water Calculations Report Welcome Avenue Site Mickelson Property Prior Lake, MN June, 2002 Prepared By: ~ RLK C KUUSISTO LTD ) ~ r~, r" <s' U' ["]".-\-,--- ;.-- c- I "r: ~ \../. II D) l.S ~-,-=-'= I I oo~ _,_u~"~_i~~F-'. lW (612)933-0972 .6110 Blue Circle Drive . Suite l00.Minnetonka, MN 55343. FAX (612) 933-1153 i ~ R1K KUUSI TO LTD ~ ~ROJECT: r]ROJECT# : ! CIVIL ENGINEERING'" LAND SURVEY'" CONSTRUCTION MANAGEMENT LANDSCAPE ARCIDTECTURE '" ENVIRONlvfENTAL '" PLANNING & DESIGN'" TRANSPORTATION MICKELSON SCOTT 2002-391-m DATE: BY: 28-Jun SJB PROPOSED POND STORAGE COMPUTATION POND 1 ALL IMPERVIOUS DRAINS TO POND Surface Pond Area = 0.06 acres Mean Pond Depth = 1.26 feet Permanent Pool Required = 0.05 ac-ft Permanent Pool Provided = 0.07 ac-ft 932.00 778 0.018 0.000 0.070 NWL 934.00 2399 0.055 0.070 0.154 936.00 4422 0.102 0.224 Page 1 ~t~ for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 2.30 IN Pre ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems Page 1 28 Jun 02 WATfRSHED ROUTING ========================================~================~=== 8 o SUBCATCHMENT D REACH D POND [J LINK SUBFTCHMENT 1 MICKELSON PREDEVELOPMENT SITE -> ~ta for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 2.30 IN Pre ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986 1999 A lied Microcom uter S stems Page 2 28 Jun 02 SUB~TCIIMBNT 1 MICKELSON PREDBVELOPMBNT SITE P~~ .27 CFS @ 12.14 HRS, VOLUME= .03 AF , i CN 68 76 68 POOR GRASS AREA GRAVEL IN SW CORNER SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL~ 2.30 IN SPAN= 10-20 HRS, dt~.l HRS od 5 SHEET FLOW s: Short n=.15 L=293' Comment Segment P2 =2 . 8 in ID: 8=.0341 1/1 Tc min 20.0 Ata for K~CKELSON - PR~OR LAKE - PRE-DEVELOPMENT TYPE ~~ 24-HOUR RA~NFALL= 2.80 ~N Pre ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems i WATfRSHED ROUTING Page 3 28 Jun 02 ============================================================= <2 o SUBCATCHMENT 0 REACH D POND [J LINK I SUBFTCIlKENT 1 MICKELSON PREDEVELOPMENT SITE ______--1-__0_____________0_____________00______0_____ -> ~ta for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 2.80 IN Pre ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986 1999 A lied Microcom uter S stems SUBFTCHMENT 1 PEju<= ~O-FT 53 99.00 ~81.00 5S 80.00 Page 4 28 Jun 02 MICKELSON PREDEVELOPMENT SITE .58 CFS @ 12.12 HRS, VOLUME~ .05 AF CN 68 76 68 POOR GRASS AREA GRAVEL IN SW CORNER ses TR-20 METHOD TYPE II 24-HOUR RAINFALL= 2.80 IN SPAN= 10-20 HRS, dt=.l HRS Met od TR- 5 SHEET FLOW Gra s: Short n=.15 I ---~- L=293' Comment Segment P2=2.8 in Tc min 20.0 ID: 5=.0341 III dta for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 6.00 IN Pre ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986-1999 A lied Microcorn uter S sterns , WAT$RSHED ROUTING Page 5 28 Jun 02 ------------------------------------------------------------- ------------------------------------------------------------- (0 o SUBCATCHHENT D REACH D POND [J LI NK SUBi:ATCHMBNT 1 ! , MICKELSON PREDEVELOPMENT SITE -> ~ta for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 6.00 IN prefared by RLK Kuusito, Ltd. HvdtoCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems SUBP.TCIlMENT 1 Page 6 28 Jun 02 MICKELSON PREDEVELOPMENT SITE PEfK~ 3.57 CFS @ 12.09 HRS, VOLUME~ -FT 53 99.00 1 81. 00 55 80.00 CN 68 76 68 POOR GRASS AREA GRAVEL IN SW CORNER Met od TR- 5 SHEET FLOW Gra s: Short n=.15 L=2931 Comment Segment P2=2.8 in _____-L____________ .25 AF SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6.00 IN SPAN= 10-20 HRS, dt=.l HRS ID: 8=.0341 Tc rnin 20.0 'I' ca for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.30 IN (1 YEAR) Pre~ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986-1999 A lied Microcorn uter S sterns Page 7 28 Jun 02 I I WAT~RSHED ROUTING I ------------------------------------------------------------- ------------------------------------------------------------- o j & J. ffi o SUBCATCHHENT D REACH D POND [J LI NK SUB~TCHMENT 1 MICKELSON SITE -> POND 1 P01 1 ON SITE POND -> POND 2 POm1 2 INFILTRATION BASIN -> I , 1- .ta. for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.30 IN (1 YEAR) Pre~red by RLK Kuusito, Ltd. H d CAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems Page 8 28 Jun 02 SUBcjATCHMENT 1 MICKELSON SITE i PE~= .95 CFS @ 11.84 HRS, VOLUME= .06 AF I I 37 3 7 3 CN 76 68 77 100 98 77 COMPACTED GRAVEL AREA ON SITE POOR GRASS AREA ON SITE BLACK DIRT STOCKPILE POND SURFACE AREA ROOFTOP OF OFFICE SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 2.30 IN SPAN~ 10-72 HRS, dt~.15 HRS 51 Met led TR- 5 SHEET FLOW Smo th surfaces n=.Oll L=235' Comment Segment ID: P2=2.8 in s=.015 'j' Tc rnin 2.9 ~ta for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.30 IN (1 YEAR) Pre~ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems Page 9 28 Jun 02 poNIj 1 QiIj Qo~t= ON SITE POND .95 CFS @ 11.84 HRS, .18 CFS @ 12.20 HRS, VOLUME= VOLUME= .06 AF .06 AF, ATTEN= 81%, LAG= 21. 8 MIN EL~VATION ---1 (FT) ,932_ 0 ,933.0 1934.0 ,935.0 '936.0 INC.STOR (CF) o 1158 1969 2880 3891 CUM.STOR (CF) o 1158 3127 6006 9897 STOR-IND METHOD PEAK STORAGE = PEAK ELEVATION= FLOOD ELEVATION= START ELEVATION= SPAN= 10-72 HRS, AREA (SF) 778 1538 2399 3360 4422 4043 CF 934.3 FT 936.0 FT 934.0 FT dt=.15 HRS .JL40UTE 1 i P OUTLET DEVICES 6" CULVERT n=.012 L=5' S=.OOOl'/' INVERT 934_0' Cd=.89 Ke=.012 Cc=.9 pOmf 2 INFILTRATION BASIN T .18 CFS @ 12.20 HRS, VOLUME= .06 AF Qo t= .16 CFS @ 12.66 HRS, VOLUME= .06 AF, ATTEN= 14%, LAG= 27.4 MIN Qp i= 0.00 CFS @ 0.00 HRS, VOLUME = 0.00 AF Qs c= .16 CFS @ 12.66 HRS, VOLUME = .06 AF EL,VATION I (FT) 1934.0 936.0 CUM. STOR (CF) o 2013 STOR-IND METHOD PEAK STORAGE = 120 CF PEAK ELEVATION= 934.1 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 10-72 HRS, dt=.15 HRS Tdet= 11 MIN (.06 AF) AREA (SF) 640 1373 INC.STOR (CF) o 2013 _~__lOUTE 1 . S ! OUTLET DEVICES EXFILTRATION V= .0138 FPM over SURFACE AREA 10' BROAD-CRESTED RECTANGULAR WEIR X 1.48 Q=C L H^1.5 C=1.51, 1.56, 1.61, 0, 0, 0, 0, 0 INVERT 0.0' 2 P 935.5' , pr~mary Discharge L-+2=Broad-Crested Rectangular weir I , sefondary Discharge L-t1=Exfiltration , L_____ ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.80 IN (2 YEAR) Pre~ared by RLK Kuusito, Ltd. ~OCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 10 28 Jun 02 WAT~RSHED ROUTING ============================================================= 8 J ffi .J & o SUBCATCHMENT D REACH L POND [j LINK SUB<?-TCHMENT 1 POm!> 1 POND 2 MICKELSON SITE -> POND 1 ON SITE POND -> POND 2 INFILTRATION BASIN -> dta for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.80 IN (2 YEAR) Pre ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986 1999 A lied Microcom uter S stems SOB<jATCIlMENT 1 Page 11 28 Jun 02 MICKELSON SITE PE~= 1.52 CFS @ 11.83 HRS, VOLUME= -FT CN 37 29.00 76 3 41. 00 68 7 38.00 77 3 51. 00 100 20.00 98 51 79.00 77 , , Metod TR- 5 SHEET FLOW smo1th surfaces .09 AF COMPACTED GRAVEL AREA ON SITE POOR GRASS AREA ON SITE BLACK DIRT STOCKPILE POND SURFACE AREA ROOFTOP OF OFFICE SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 2.80 IN SPAN= 10-72 HRS, dt=.15 HRS n=.Oll Comment Segment ID: P2=2.8 in s=.015 'I' Tc min 2.9 L=235' ,ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.80 IN (2 YEAR) Prep~red by RLK Kuusito, Ltd. H dr CAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems PO~ 1 Qinj = Qou!t= , Page 12 28 Jun 02 ON SITE POND 1.52 CFS @ 11.83 HRS, .39 CFS @ 12.14 HRS, VOLUME= VOLUME= .09 AF .09 AF, ATTEN= 74%, LAG= 18 . 4 MIN , ELElvATION AREA INC. STOR CUM.STOR STOR-IND METHOD 1 ---l(FT) (SF) (CF) (CF) PEAK STORAGE = 4544 CF ,932.0 778 0 0 PEAK ELEVATION= 934.5 FT 1933.0 1538 1158 n58 FLOOD ELEVATION= 936.0 FT , 1934.0 2399 1969 3127 START ELEVATION= 934.0 FT 1935.0 3360 2880 6006 SPAN= 10-72 HRS, dt=.15 HRS '936.0 4422 3891 9897 Tdet= 750.6 MIN (.02 AF) -1L~OUTE 1 'P POm:! 2 ! Qi~ QO'1t= Qp~i= Qs~c= 1 , EL --!L10UTE 1 I S 2 P INVERT 934.0' OUTLET DEVICES 611 CULVERT n=.012 L=5' S=.OOOI'/' Cc=.9 Cd=.89 Ke=.012 INFILTRATION BASIN _ 39 CFS @ 12.14 HRS, VOLUME= .09 AF .20 CFS @ 13 .18 HRS, VOLUME= .09 AF, ATTEN= 50%, LAG= 62.2 MIN 0.00 CFS @ 0.00 HRS, VOLUME= 0_00 AF .20 CFS @ 13.18 HRS, VOLUME= .09 AF STOR-IND METHOD PEAK STORAGE = 586 CF PEAK ELEVATION= 934.6 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 10-72 HRS, dt=.15 HRS Tdet= 25.4 MIN (.09 AF) o 2013 INVERT 0.01 OUTLET DEVICES EXFILTRATION V= .0138 FPM over SURFACE AREA 10' BROAD-CRESTED RECTANGULAR WEIR X 1.48 Q=C L H^1.5 C=1.51, 1.56, 1.61, 0, 0, 0, 0, 0 935.5' pr~mary Discharge L-f2=Broad-crested Rectangular Weir 1 , se~ondary Discharge Yl=Exfiltration ---.L______ ,ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 6.00 IN (100 YEAR) Prepared by RLK Kuusito, Ltd. HVd~oCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 14 28 Jun 02 WAT~RSHED ROUTING ------------------------------------------------------------- ------------------------------------------------------------- o j ffi i & o SUBCATCHHENT 0 REACH D POND [J LI NK , SUBtTCHMENT 1 MICKELSON SITE -> POND 1 PomJ 1 ON SITE POND -> POND 2 I POm! 2 INFILTRATION BASIN -> L_______. ,ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 6.00 IN (100 YEAR) Prepared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems Page 15 28 Jun 02 SuacjATCIIMENT 1 MICKELSON SITE PE~= 6.02 CFS @ 11_82 HRS, VOLUME = .34 AF -FT CN 37 29.00 76 3 41.00 68 7 38.00 77 3 51. 00 100 20.00 98 51 79.00 77 I Met od TR- 5 SHEET FLOW Smo th surfaces COMPACTED GRAVEL AREA ON SITE POOR GRASS AREA ON SITE BLACK DIRT STOCKPILE POND SURFACE AREA ROOFTOP OF OFFICE SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6.00 IN SPAN= 10-72 HRS, dt=.15 HRS L=235' Comment Segment ID: P2=2.8 in Tc min 2.9 n=. all s=.015 '/' dta for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 6.00 IN (100 YEAR) by RLK Kuusito, Ltd. 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems 6.02 CFS @ 11.82 HRS, 1.50 CFS @ 12.11 HRS, Prepared I !:!Y!kpCAD PO~ 1 I Qi~ = Qoult= : , ELE1vATION ~(FT) 932.0 1933.0 1934.0 1935.0 936.0 AREA (SF) 778 1538 2399 3360 4422 +10UTE 1 , P , , INVERT 934. 0' i , PONQ 2 , I ! Qir\. = Q01lt= QPti= Qs1c= , EL~VATION I (FT) 1934.0 936.0 Page 16 28 Jun 02 ON SITE POND VOLUME~ VOLUME = .34 AF .34 AF, 17.7 MIN ATTEN~ 75%, LAG= INC.STOR (CF) o 1158 1969 2880 3891 CUM.STOR (CF) o 1158 3127 6006 9897 STOR-IND METHOD PEAK STORAGE = 8808 CF PEAK ELEVATION= 935.7 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 10-72 HRS, dt=.15 HRS Tdet~ 207.8 MIN (.27 AF) OUTLET DEVICES 6" CULVERT n=.012 L=5' 8=.0001'1' Ke=.012 CC~.9 Cd=.89 INFILTRATION BASIN .34 AF .34 AFI .12 AF .21 AF CFS @ 12.11 HRS, VOLUME= CFS @ 12.27 HRS, VOLUME= CFS @ 12.27 HRS, VOLUME= CFS @ 12.25 HRS, VOLUME= AREA INC.STOR CUM.STOR (SF) (CF) (CF) 640 0 0 1373 2013 2013 1. 50 1. 86 1. 57 .29 ~fOUTE 1 ! S INVERT 0.0' 2 P 935.5' ATTEN~ 0%, LAG~ 9.5 MIN STOR-IND METHOD PEAK STORAGE = 1677 CF PEAK ELEVATION= 935.7 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 10-72 HRS, dt=.15 HRS Tdet= 39 _ 3 MIN (.34 AF) OUTLET DEVICES EXFILTRATION V= _0138 FPM over SURFACE AREA 10' BROAD-CRESTED RECTANGULAR WEIR X 1.48 Q=C L H^1.5 C=1.51, 1.56, 1.61, 0, 0, 0, 0, 0 prtmary Discharge ~2=Broad-Crested Rectangular Weir ! Sebondary Discharge 41=Exfil tration Miscellaneous ~_ l~ (!;' (V c:! CUz1/]- L:\TEMPLA TEIFILEINFO.DOC Phone # 7671 oat.3id4- FromC-lNC>t' COPRJCR L4~ Phone # Post-It" Fax Note TO,t\LUSDN Co./Dept. Fax # Fax # VER MINNESOTA STATUTES SECTION 15.99, A COPY OF WHICH IS ATTACHED, ~QUIRES THE CITY OF PRIOR LAKE ("CITY") TO APPROVE OR DENY A ZONING ~LATED APPLICATION WITHIN 60 DAYS OF RECEIVING A COMPLETED lAPPLICATION. THE CITY MAY EXTEND THE TIMELINE BEFORE THE END OF THE i60-DA Y PERIOD BY PROVIDING YOU WRITTEN NOTICE. THE CITY RECEIVED YOUR APPLICATION FOR A SITE PLAN AND iDETERMINED IT WAS COMPLETE ON OCTOBER 25, 2002 AND THAT STAFF WOULD !TAKE ACTION ON YOUR REQUEST BY DECEMBER 25, 2002. BY LAW, ANY EXTENSION MUST BE APPROVED BY THE APPLICANT. YOU HAVE REQUESTED/AGREED TO AN EXTENSION TO MARCH 26. 2003. THE REASON IFOR THE EXTENSION IS AS FOLLOWS: To allow the applicant to submit revised plans that are in compliance with all relevant zoning 'ordinance provisions and City policies. I BY SIGNING THIS W AlVER YOU ACKNOWLEDGE: A) RECEIVING A COpy OF MINNESOTA STATUTE SECTION 15.99; B) THAT YOU WERE ADVISED THAT THIS W AlVER AFFECTS YOUR PROPERTY RIGHTS AND THAT YOU MAY WANT TO REVIEW IT WITH AN ATTORNEY; C) YOU HAVE AGREED TO THE EXTENSION; D) YOU W AlVE ALL RIGHTS UNDER MINNESOTA STATUTE SECTION ]5.99. SIGNATURE OF THE APPLICANT: 1A1 -); g}~;;L-~' / s< C' tf- H )1,~ k~ Is/'J/ PRINT NAME OF THE APPLICANT: DATE: 1 - 2 LJ- CJ 1:\02fi1es\02siteplan\02-080 mickelson\waiver 2.doc Article 18 DEADLINE FOR AGENCY ACTION Secti;n 1. (15.99) (TIME DEADLINE FOR AGENCY ACTION.) Subdivision 1. (DEFINITION.) For purposes of this section, "agency" means a department, agency, board, commis*on, or other group in the executive branch of state government; a statutory of home rule charter city, county, tpwn, or school district; any metropolitan agency or regional entity; and any other political subdivision of the statej Subdivision 2. (DEADLINE FOR RESPONSE.) Except as otherwise provided in this section and notwithstanding any other law to the contrary, an agency must approve or deny within 60 days a written request relating ~o zoning, septic systems, or expansion of the metropolitan urban service area for a permit, license, or other gotemmental approval of an action. Failure of an agency to deny a request within 60 days is approval of the request. ,If an agency denies the request, it must state in writing the reasons for the denial at the time that it denies the requ~st. Subdivision 3. (APPLICATION, EXTENSIONS.) (a) The time limit in subdivision 2 begins upon the agency'~ receipt of a written request containing all information required by law or by a previously adopted rule, ordinanc~, or policy of the agency. If an agency receives a written request that does not contain all required informat'on, the 60-day limit starts over if the agency sends notice within ten business days of receipt of the request t~lling the requester what information is missing. (b) It an action relating to zoning, septic systems, or expansion of the metropolitan urban service area requires the appr~val of more than one state agency in the executive branch, the 60-day period in subdivision 2 begins to run for a'l executive branch agencies on the day a request containing all required information is received by one state agepcy. The agency receiving the request must forward copies to other state agencies whose approval is required. (c) Ain agency response meets the 60-day time limit if the agency can document that the response was sent within 6~ days of receipt of the written request. (d) T!he time limit in subdivision 2 is extended if a state statute, federal law, or court order requires a process to occur be~ore the agency acts on the request, and the time periods prescribed in the state statute, federal law, or court order make it impossible to act on the request within 60 days. In cases described in this paragraph, the deadline! is extended to 60 days after completion of the last process required in the applicable statute, law, or order. Final ap~roval of an agency receiving a request is not considered a process for purposes of this paragraph. (e) J1he time limit in subdivision 2 is extended if; (I) a request submitted to a state agency requires prior approval of a federal agency; or (2) an application submitted to a city, county, town, school district, metropolitan or regio~al entity, or other political subdivision requires prior approval of a state or federal agency. In cases describeU in this paragraph, the deadline for agency action is extended to 60 days after the required prior approval is grantep. (1) Ain agency may extend the timeline under this subdivision before the end of the initial60-day period by providing written notice of the extension to the applicant. The notification must state the reasons for the extension and its ahticipated length, which may not exceed 60 days unless approved by the applicant. SectiJln 2. (EFFECTIVE DATE.) Sectipn 1 is effective July 1,1995, and applies to any written request submitted after that date. 1:\02files\O~siteplan\02~080 mickelson\waiver 2.doc WAIVER MINNESOTA STATUTES SECTION 15.99, A COPY OF WHICH IS ATTACHED, REQUIRES THE CITY OF PRIOR LAKE ("CITY") TO APPROVE OR DENY A ZONING RELATED APPLICATION WITHIN 60 DAYS OF RECEIVING A COMPLETED APPLICATION. THE CITY MAY EXTEND THE TIMELINE BEFORE THE END OF THE 60-DA Y PERIOD BY PROVIDING YOU WRITTEN NOTICE. THE CITY RECEIVED YOUR APPLICATION FOR A SITE PLAN AND DETERMINED IT WAS COMPLETE ON OCTOBER 25, 2002 AND THAT STAFF WOULD TAKE ACTION ON YOUR REQUEST BY DECEMBER 25,2002_ BY LAW, ANY EXTENSION MUST BE APPROVED BY THE APPLICANT. YOU HAVE REQUESTED/AGREED TO AN EXTENSION TO MARCH 26. 2003. THE REASON FOR THE EXTENSION IS AS FOLLOWS: To allow the applicant to submit revised plans that are in compliance with all relevant zoning , ordinance provisions and City policies. I BY SIGNING THIS W AlVER YOU ACKNOWLEDGE: A) RECEIVING A COPY OF MINNESOTA STATUTE SECTION 15.99; B) THAT YOU WERE ADVISED THAT THIS W AlVER AFFECTS YOUR PROPERTY RIGHTS AND THAT YOU MAY WANT TO REVIEW IT WITH AN ATTORNEY; C) YOU HAVE AGREED TO THE EXTENSION; D) YOUWAlVE ALL RIGHTS UNDER MINNESOTA STATUTE SECTION 15.99. 7 . .' ~ SIGNATURE OF THE APPLICANT: ~ Af -); /gJ t...--C h.{..lk7/ PRINTNAMEOFTHEAPPLICANT:':)( c tf- H )1,~ foR ~/)I DATE: l.:2 1.../ -tJ . 1:\02fi1es\02siteplan\02-080 mickelson\waiver 2.doc WAIVER OF 120 DAYS MINNESOTA STATUTES SECTION 15.99, A COPY OF WHICH IS ATfACHED, :REQUIRES TIlE CITY OF PRIOR LAKE ("CITY") TO APPROVE OR DENY A ZONING :RELATED APPLICATION WITHIN 60 DAYS OF RECEIVING A COMPLETED .APPLICATION. TIlE CITY MAY EXTEND TIlE T1MELINE BEFORE TIlE END OF TIlE .60-DA Y PERIOD BY PROVIDING YOU WRITfEN NOTICE. THE CITY RECEIVED YOUR APPLICATION FOR A SITE PLAN AND DETERMINED IT WAS COMPLETE ON OCTOBER 25, 2002 AND TIIAT STAFF WOULD TAKE ACTION ON YOUR REQUEST BY DECEMBER 25,2002. BY LAW, ANY EXTENSION BEYOND DECEMBER 25, 2002, MUST BE APPROVED BY THE APPLICANT. YOU HAVE REQUESTED/AGREED TO AN EXTENSION TO FEBRUARY 23, 2002. THE REASON FOR TIlE EXTENSION IS AS FOLLOWS: To allow the applicant to submit revised plans that are in compliance with all relevant zoning ordinance provisions and City policies. BY SIGNING TIllS W AlVER YOU ACKNOWLEDGE: A) RECEIVING A COPY OF MINNESOTA STATUTE SECTION 15.99; B) TIlAT YOU WERE ADVISED THAT TIllS W AlVER AFFECTS YOUR PROPERTY RIGHTS AND THAT YOU MAY WANT TO REVIEW IT WlTIl AN ATfORNEY; @YOU HAVE AGREED TO THE EXTENSION; D) YOU W AlVE ALL RIGHTS UNDER MINNESOTA STATUTE SECTION 15.99. SIGNATURE OF TIlE APPLICANT: ~.1/ ~~~~1- - . .5~tr H /11/::::K~/St'J/1 PRINT NAME OF THE APPLICANT: DATE: /1 -I 7 - tJ 1. C;C; l-~'l{) ~1tjbl 1:\02fi1es\02siteplan\02.080 mickelson\waiver.doc Article 18 DEADLINE FOR AGENCY ACTION Secti~n 1. (15.99) (TIME DEADLINE FOR AGENCY ACTION.) Subdivision 1. (DEFINITION.) For purposes of this section, "agency" means a department, agency, board, commissiion, or other group in the executive branch of state government; a statutory of home rule charter city, county, tbwn, or school district; any metropolitan agency or regional entity; and any other political subdivision of the state. Subdivision 2. (DEADLINE FOR RESPONSE.) Except as otherwise provided in this section and notwithstanding any other law to the contrary, an agency must approve or deny within 60 days a written request relating .0 zoning, septic systems, or expansion of the metropolitan urban service area for a permit, license, or other governmental approval of an action. Failure of an agency to deny a request within 60 days is approval of the request. -If an agency denies the request, it must state in writing the reasons for the denial at the time that it denies the request. Subdivision 3. (APPLICATION, EXTENSIONS.) (a) The time limit in subdivision 2 begins upon the agency's receipt of a written request containing all information required by law or by a previously adopted rule, ordinance, or policy of the agency. If an agency receives a written request that does not contain all required information, the 60-day limit starts over if the agency sends notice within ten business days of receipt of the request telling the requester what information is missing. (b) If an action relating to zoning, septic systems, or expansion of the metropolitan urban service area requires the apprct>val of more than one state agency in the executive branch, the 60-day period in subdivision 2 begins to run for aIlI executive branch agencies on the day a request containing all required information is received by one state agejl1cy. The agency receiving the request must forward copies to other state agencies whose approval is required. (c) 1\11 agency response meets the 60-day time limit if the agency can document that the response was sent within 60 days of receipt of the written request. (d) 1Jhe time limit in subdivision 2 is extended if a state statute, federal law, or court order requires a process to occur be!fore the agency acts on the request, and the time periods prescribed in the state statute, federal law, or court order make it impossible to act on the request within 60 days. In cases described in this paragraph, the deadline! is extended to 60 days after completion of the last process required in the applicable statute, law, or order. Final approval of an agency receiving a request is not considered a process for purposes of this paragraph. (e) 1Ihe time limit in subdivision 2 is extended if; (I) a request submitted to a state agency requires prior approval of a federal agency; or (2) an application submitted to a city, county, town. school district, metropolitan or regioJllal entity, or other political subdivision requires prior approval of a state or federal agency. In cases describeo in this paragraph, the deadline for agency action is extended to 60 days after the required prior approval is granted. (I) 1\n agency may extend the timeline under this subdivision before the end of the initial60-day period by providirjg written notice of the extension to the applicant. The notification must state the reasons for the extension and its abticipated length, which may not exceed 60 days unless approved by the applicant. Sectipn 2. (EFFECTIVE DATE.) Sectipn 1 is effective July I, 1995, and applies to any written request submitted after that date. 1:\02fi1es\Olsiteplan\02-080 mickelson\waiver.doc Ipecember 16, 2002 $colt Mickelson 13535 Quentin Avenue $avage, MN 55378 IRE: Site Plan Review for Outdoor Storage, 16705 Welcome Avenue (j>ear Mr. Mickelson: Thank you for submitting revised plans to the City on December 9, 2002, for the above ~ferenced development application. Although many issues have been addressed with the revised plans, the site plan must be in compliance with all relevant ordinances and ~olicies prior to the City approving the plans. cbn December 11, 2002, I faxed Alison Gontarek a memorandum from Larry Poppler, ~ssistant City Engineer outlining engineering issues. In this correspondence, I also ~oted the following planning issues: 1. Landscaping is proposed in the right-of-way easement. 2. Areas not covered with bituminous surface shall be landscaped with grass or landscape material (Section 1107.904 General Provisions and Landscape Requirements. ) 3. A small portion of additional fencing should be placed adjacent to the proposed parking stalls to screen the rock storage bins. As you recall from the correspondence dated November 1, 2002, from Jane Kansier, in ~ccordance with Section 1108.900 of the City Zoning Ordinance, the Planning staff has tl:> notify you within 60 days, or by December 25, 2002, abut the action on this ~pplication. However, since all previously noted issues have not been addressed with t~e revised plans, the City will be unable to approve the plans, unless all required information is submitted no later than Thursday, December 19, 2002. If you cannot provide all the information by this date, you have the opportunity to sign a waiver to extend the deadline for 60 days or to February 23, 2003. I have enclosed a ~aiver form that, if you desire to extend the deadline, must be signed and returned to rflyself no later than Thursday, December 19, 2002. If the information is not submitted ~r the waiver is not signed, the City will be unable to approve the site plan by December i3, 2002. 16200 Eagle Creek Ave. S.E., Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER Mr. Scott Mickelson December 16, 2002 Page 2 Please contact me at (952) 447-9813, if you have questions relative to the review process or related issues. Thank you for your patience and attention to this matter. Sincerely, ci.-1Jn'tty oit:~k:JJV) 1) Cynthia R.~~ff~~ Planner Enclosure cc: Alison Gontarek via fax DRe 1:\02files\02siteplan\02-080 mickelson\waiver letter 12.02.doc Page 2 Miscellaneous VOl'-=> Prt:-UI~ PLC~~ , ; " L:\TEMPLA TEIFILEINFO.DOC Watershed Submittal MICKELSON PROPERTY PRIOR LAKE, MN October 18, 2002 Prepared By: ~ RLK ( KUUSISTO LTD ) ~ Offices: Hibbing . Minnetonka . St Paul . Twin Ports (612)933-0972. 61 10 Blue Circle lXive . Suite 100. Minnetonka, MN 55343. FAX (612) 933-1 153 ! Pre Development Conditions MICKELSON PROPERTY PRIOR LAKE, MN FlLK Kuusisto, Ltd. "d for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 2.70 IN Prepared by RLK Kuusito, Ltd. HvdrrCAD 5.11 000754 tcl 1986-1999 Applied Microcomputer Svstems WATEksHED ROUTING Page 1 18 Oct 02 ------------------------------------------------------------- ------------------------------------------------------------- (0 o SUBCATCHMENT D REACH D POND CJ LINK SUBcjATCIlMENT 1 MICKELSON PREDEVELOPMENT SITE -> ~ for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 2.70 IN Prepared by RLK Kuusito, Ltd. Hvdr~CAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Systems Page 2 18 Oct 02 SUBC1-TCHMENT 1 MICKELSON PREDEVELOPMENT SITE PEAl<~ .51 CFS @ 12_12 HRS, VOLUME = .05 AF ~-FT 538 9.00 ---'2~1. 00 552~0.00 eN 68 76 68 POOR GRASS AREA GRAVEL IN SW CORNER SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 2.70 IN SPAN= 0-40 HRS, dt=.l HRS Meth d TR-S SHEET FLOW Gr~s~: Short n=.15 L=293' Comment Segment P2=2.8 in ID: 8=.0341 II' Tc min 20.0 ~ for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 4.10 IN Pr~pared by RLK Kuusito, Ltd. Hv4roCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems I WAtERSHED ROUTING Page 3 18 Oct 02 ------------------------------------------------------------- ------------------------------------------------------------- (1) o SUBCATCHMENT D REACH 6 POND W LINK S$CATCHMENT 1 MICKELSON PREDEVELOPMENT SITE i ______----L-_____. --_._,--_._~._.._._---_."-_...__._-'-~.,_.__. -> dta for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 4.10 IN Pre ared by RLK Kuusito, Ltd. H d oCAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems SUBfATCHMENT 1 Page 4 18 Oct 02 MICKELSON PREDEVELOPMENT SITE PE~K~ 1.65 CFS @ 12.10 HRS, VOLUME= FO-FT 531399.00 1~81.00 55~80.00 CN 68 76 68 POOR GRASS AREA GRAVEL IN SW CORNER Met od TR-55 SHEET FLOW Gr~ss: Short n=.15 L=293' Comment Segment P2~2_8 in _13 AF SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL~ 4.10 IN SPAN~ 0-40 HRS, dt=.l HRS 10, 5=.0341 'Ii Tc min 20.0 ,ata for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 6.00 IN Prep~red by RLK Kuusito, Ltd. H dr CAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems WATEfSHED ROUTING Page 5 18 Oct 02 ------------------------------------------------------------- ------------------------------------------------------------- 8 o SUBCATCHMENT D REACH 6. POND CJ LI NK SUBc.j>.TCHMENT 1 MICKELSON PREDEVELOPMENT SITE -> ~ta for MICKELSON - PRIOR LAKE - PRE-DEVELOPMENT TYPE II 24-HOUR RAINFALL= 6.00 IN by RLK Kuusito, Ltd. 5_11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 6 Prepared !!Y9toCAD I SUBFTCIlMENT 1 18 Oct 02 MICKELSON PREDEVELOPMENT SITE PE~= 3.57 CFS @ 12.09 HRS, VOLUME~ I .28 AF CN 68 76 68 POOR GRASS AREA GRAVEL IN SW CORNER SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL~ 6.00 IN SPAN~ 0-40 HRS, dt~.l HRS od 5 SHEET FLOW s: Short 0=.15 L=2931 Comment Segment P2~2.8 in ID: s~.0341 Tc min 20.0 '/ ' i --1...._____0___._0_______ Post Development Conditions MICKELSON PROPERTY PRIOR LAKE, MN RLK Kuusisto, Ltd. ~ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.37 IN Prep~red by RLK Kuusito, Ltd. Hvdr~CAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 1 17 Oct 02 WATEfSHED ROUTING ------------------------------------------------------------- ------------------------------------------------------------- 8 J & i & o SUBCATCHMENT D REACH D POND [J LI NK SUBq.TCllMENT 1 MICKELSON SITE -> POND 1 , I POND I 1 ON SITE POND -> POND 2 PONDi 2 INFILTRATION BASIN -> ata for MICKELSON - PRIOR LAKE TYPE II 24-HOOR RAINFALL= 2.37 IN Prep~red by RLK Kuusito, Ltd. H dr CAD 5.11 000754 c 1986-1999 A lied Microcom uter S stems Page 2 17 Oct 02 SUB~TCIlMENT 1 MICKELSON SITE PEAl<= .93 CFS @ 11.84 HRS, VOLUME= .06 AF Sp-FT CN 310i79.00 76 1757.00 68 73~8 _ 00 77 30!51.00 100 1FO.00 98 433(45.00 78 Metbpd TR-515 SHEET FLOW Smodth surfaces 0=.011 COMPACTED GRAVEL AREA ON SITE POOR GRASS AREA ON SITE BLACK DIRT STOCKPILE POND SURFACE AREA ROOFTOP OF OFFICE SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 2.37 IN SPAN= 10-72 HRS, dt=.15 HRS L=235' Comment Segment ID: P2=2.8 in 5=.015 III Tc {mini 2.9 _.~-----'-----_._--'--'~-'-'-'-"-'--'-.'-'-------------'-.-"---'-"'-"-- ~ta for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.37 IN Prep~red by RLK Kuusito, Ltd. RYQrpCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 3 17 Oct 02 POND, 1 ON SITE POND Qin .93 CFS @ 11.84 HRS, VOLUME= Qoul:= .19 CFS @ 12.17 HRS, VOLUME= ELElrATION AREA INC.STOR CUM.STOR _~FT) (SF) (CF) (CF) 32.0 778 0 0 ~33.0 1538 1158 1158 934.0 2399 1969 3127 935.0 3360 2880 6006 !936.0 4422 3891 9897 .06 AF .06 AF, ATTEN= 80%, LAG= 20.3 MIN STOR-IND METHOD PEAK STORAGE = PEAK ELEVATION= FLOOD ELEVATION= START ELEVATION= SPAN= 10-72 HRS, 4037 CF 934.3 FT 936.0 FT 934.0 FT dt=.15 HRS # RflUTE 1 P INVERT 934.0' OUTLET DEVICES 611 CULVERT n=.012 L=5' 8=.0001'/' Ke=.012 Cc=.9 Cd=.89 PONIl 2 INFILTRATION BASIN QiIlj .19 CFS @ 12.17 HRS, VOLUME= .06 AF Qo"it= .01 CFS @ 24.70 HRS, VOLUME = .06 AF, ATTEN= 92%, LAG= 751.5 MIN Qprji= 0.00 CFS @ 0.00 HRS, VOLUME= 0.00 AF Qsec= .01 CFS @ 24.70 HRS, VOLUME= .06 AF ! ELElvATION CON. AREA INC.STOR CUM.STOR WET_AREA '(FT) (SF) (CF) (CF) (SF) .934 _ 0 974 0 0 974 1936.0 2426 3292 3292 2454 STOR-IND METHOD PEAK STORAGE = 1701 CF PEAK ELEVATION= 935.0 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 10-72 HRS, dt=.15 HRS Tdet= 1372 MIN (.06 AF) ~OUTE 1 'S 2 P INVERT OUTLET DEVICES 0.0' EXFILTRATION V= .000486 FPM over WETTED AREA 935.5' 10' BROAD-CRESTED RECTANGULAR WEIR X 1.48 Q=C L H^1.5 C=1.51, 1.56, 1.61, 0, 0, 0, 0, 0 Pr~mary Discharge ~2=Broad-Crested Rectangular Weir Se90ndary Discharge L-i1=Exfi1tration Jata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.70 IN Pre~ared by RLK Kuusito, Ltd. Hvd~oCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 1 18 Oct 02 WA~RSHED ROUTING , ------------------------------------------------------------- ------------------------------------------------------------- 8 j & i ffi o SUBCATCHHENT 0 REACH 6. POND [J LINK , SUjlCATCIIMENT 1 MICKELSON SITE -> POND 1 POlm 1 ON SITE POND -> POND 2 par 2 INFILTRATION BASIN -> , , ....-L. .ta for MICKELSON - PRIOR LAKE TYPE II 24-HOOR RAINFALL= 2.70 IN Pr~pared by RLK Kuusito, Ltd. H roCAD 5.11 000754 c 1986 1999 A lied Microcom uter S stems Page 2 18 Oct 02 St$CATCIlMENT 1 MICKELSON SITE ! , P~AK= 1_65 CFS @ 11.89 HRS, VOLUME~ .08 AF I ! SO-FT CN 3~079. 00 76 ~757.00 68 b38 . 00 77 ~051.00 100 120.00 98 4 345.00 78 COMPACTED GRAVEL AREA ON SITE POOR GRASS AREA ON SITE BLACK DIRT STOCKPILE POND SURFACE AREA ROOFTOP OF OFFICE SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 2.70 IN SPAN= 0-40 HRS, dt=.l HRS Me hod TR 55 SHEET FLOW 8m oth surfaces n=.011 L=235' Comment Segment IO: P2=2.8 in s~.015 'I' Tc min 2.9 , _-L-_____ Jata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 2.70 IN Pre~ared by RLK Kuusito, Ltd. HYQfOCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 3 18 Oct 02 PONf 1 i I Qij1 Qo~t= ON SITE POND 1.65 CFS @ 11_89 HRS, .23 CFS @ 12.18 HRS, VOLUME= VOLUME= .08 AF .08 AF, ATTEN= 86%, LAG= 17 . 7 MIN , ELllVATION AREA INC.STOR CUM.STOR STOR-IND METHOD 11FT) (SF) (CF) (CF) PEAK STORAGE = 4397 CF I 932.0 778 0 0 PEAK ELEVATION= 934.4 FT 933.0 1538 1158 1158 FLOOD ELEVATION= 936.0 FT 934.0 2399 1969 3127 START ELEVATION= 934.0 FT 935.0 3360 2880 6006 SPAN= 0-40 HRS, dt=_l HRS 936.0 4422 3891 9897 Tdet= 1313 MIN (0 AF) + rOUTE 1. P INVERT 934.0! OUTLET DEVICES 6" CULVERT n=.012 L=20' S=.OOOl'/' Ke=.5 CC=.9 Cd=.6 PON/' 2 i I Qip. Qout= I Qpfi= QSFc= I ELjEVATION i (FT) 934.0 936.0 _23 .02 0_00 _02 INFILTRATION BASIN CFS @ 12.18 HRS, VOLUME= .08 AF CFS @ 24.73 HRS, VOLUME= .03 AF, ATTEN= 93%, LAG= 752.9 MIN CFS @ 0.00 HRS, VOLUME= 0.00 AF CFS @ 24.73 HRS, VOLUME= .03 AF CON. AREA (SF) 974 2426 INC.STOR (CF) o 3292 CUM. STOR (CF) o 3292 WET.AREA (SF) 974 2454 STOR-IND METHOD PEAK STORAGE = 2318 CF PEAK ELEVATION= 935.4 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 0-40 HRS, dt=.l HRS Tdet= 801.1 MIN (_03 AF) # FOUTE 1 I S INVERT 0.0' OUTLET DEVICES EXFILTRATION V= .000486 FPM over WETTED AREA 10' BROAD-CRESTED RECTANGULAR WEIR X 1.48 Q=C L H^1.5 C=1.51, 1_56, 1.61, 0, 0, 0, 0, 0 2 P 935.5' p~imary Discharge L4-2=Broad-Crested Rectangular Weir ! , S~condary Discharge L4-1=Exfiltration I , ~ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 4.10 IN Pre~ared by RLK Kuusito, Ltd. ~toCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 4 18 Oct 02 WAT~RSHED ROUTING ------------------------------------------------------------- ------------------------------------------------------------- 8 j & i ffi o SUBCATCHHENT D REACH D POND CJ LI NK SUBicATCIIMENT 1 MICKELSON SITE -> POND 1 I I Pom, 1 ON SITE POND -> POND 2 pollio 2 INFILTRATION BASIN -> , jata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 4.10 IN Prepared by RLK Kuusito, Ltd. , Hv~roCAD 5.11 000754 tcl 1986-1999 Applied Microcomputer Svstems Page 5 18 Oct 02 Sll1CATCIIMENT 1 MICKELSON SITE PEAK= 3.51 CFS @ 11.88 HRS, VOLUME~ .16 AF ,SO-FT CN 3~079.00 76 ~757.00 68 1338_00 77 ~051.00 100 1120.00 98 4~345.00 78 COMPACTED GRAVEL AREA ON SITE POOR GRASS AREA ON SITE BLACK DIRT STOCKPILE POND SURFACE AREA ROOFTOP OF OFFICE SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.10 IN SPAN= 0-40 HRS, dt~.l HRS Me hod TR 55 SHEET FLOW Smqoth surfaces n=.011 , L=23S' Comment Segment ID: P2=2.8 in 8=.015 1/1 Tc min 2.9 ,ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 4.10 IN Prepared by RLK Kuusito, Ltd. HvdroCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Svstems Page 6 18 Oct 02 POND 1 ON SITE POND Qin QoutJ= 3.51 CFS @ 11.88 HRS, .66 CFS @ 12.09 HRS, VOLUME= VOLUME= .16 AF .16 AF, ATTEN= 81%, LAG= 12.5 MIN ELE\!ATION AREA INC.STOR CUM.STOR STOR-IND METHOD ~FT) (SF) (CF) (CF) PEAK STORAGE = 5999 CF 932.0 778 0 0 PEAK ELEVATION= 935_0 FT 933.0 1538 1158 1158 FLOOD ELEVATION= 936.0 FT 934.0 2399 1969 3127 START ELEVATION= 934.0 FT 935.0 3360 2880 6006 SPAN= 0-40 HRS, dt=.l HRS ~36_0 4422 3891 9897 Tdet= 390 MIN (.09 AF) # R<jlUTE 1 'P INVERT 934.0' OUTLET DEVICES 6 II CULVERT n=.012 L=20' S=.OOOl'/' Ke=.5 CC=.9 Cd=.6 POND 2 INFILTRATION BASIN Qini= .66 CFS @ 12.09 HRS, VOLUME= .16 AF Qout= .38 CFS @ 13 .26 HRS, VOLUME= .12 AF, ATTEN= 42%, LAG= 70.1 MIN Qpr~= .37 CFS @ 13.26 HRS, VOLUME= .08 AF Qse~= .02 CFS @ 13 .26 HRS, VOLUME = .04 AF ELEVATION CON. AREA INC.STOR CUM.STOR WET. AREA I(FT) (SF) (CF) (CF) (SF) 934.0 974 0 0 974 ~36.0 2426 3292 3292 2454 STOR-IND METHOD PEAK STORAGE = 2554 CF PEAK ELEVATION= 935.6 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 0-40 HRS, dt=.l HRS Tdet= 354.5 MIN (.12 AF) # RpUTE 1 is INVERT D.O' OUTLET DEVICES EXFILTRATION V= _000486 FPM over WETTED AREA 10' BROAD-CRESTED RECTANGULAR WEIR X 1.48 Q=C L H^1.5 C=1.51, 1_56, 1.61, 0, 0, 0, 0, 0 2 P 935.5' Pri~ary Discharge ~2=Broad-Crested Rectangular Weir Seqondary Discharge ~l=Exfiltration Jata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 6.00 IN Prepared by RLK Kuusito, Ltd. HvdroCAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Systems Page 7 18 Oct 02 WATERSHED ROUTING ------------------------------------------------------------- ------------------------------------------------------------- o j & J.- ffi o SUB CATCHMENT D REACH 6 POND [j LINK S!/BCATCHMENT 1 P<)ND 1 MICKELSON SITE -> POND 1 ON SITE POND -> POND 2 PQND 2 INFILTRATION BASIN -> Ata for MICKELSON - PRIOR LAKE TYPE II 24-HOOR RAINFALL: 6.00 IN Prep~red by RLK Kuusito, Ltd. HvdrqCAD 5.11 000754 ecl 1986-1999 Applied Microcomputer Svstems Page 8 18 Oct 02 SUBClliTCHMENT 1 MICKELSON SITE PE~= 6.26 CFS @ 11.88 HRS, VOLUME = _30 AF Sq-FT CN 31079.00 76 1757.00 68 7338.00 77 3051.00 100 120.00 98 43345.00 78 COMPACTED GRAVEL AREA ON SITE POOR GRASS AREA ON SITE BLACK DIRT STOCKPILE POND SURFACE AREA ROOFTOP OF OFFICE SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 6_00 IN SPAN= 0-40 HRS, dt=.l HRS Method TR-5~ SHEET FLOW Smooth surfaces n=.Oll L=235' Comment Segment ID: P2=2.8 in 8=.015 'II Tc {minl 2.9 0ata for MICKELSON - PRIOR LAKE TYPE II 24-HOUR RAINFALL= 6.00 IN Prepared by RLK Kuusito, Ltd. Hvdr~CAD 5.11 000754 (c) 1986-1999 Applied Microcomputer Systems Page 9 18 Oct 02 POND 1 ON SITE POND Qin Qout= 6.26 CFS @ 11.88 HRS, 1.02 CFS @ 12.11 HRS, VOLUME = VOLUME= .30 AF .30 AF, ATTEN= 84%, LAG= 13 . 9 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IOO METHOD [FT) (SF) (CF) (CF) PEAK STORAGE = 8644 CF $32.0 778 0 0 PEAK ELEVATION= 935_7 FT $33.0 1538 1158 1158 FLOOD ELEVATION= 936.0 FT $34.0 2399 1969 3127 START ELEVATION= 934.0 FT $35.0 3360 2880 6006 SPAN= 0-40 HRS, dt=.l HRS $36.0 4422 3891 9897 Tdet= 252.4 MIN (.22 AF) # R(j>UTE 1 P INVERT 934.0' OUTLET DEVICES 611 CULVERT 0=.012 L=20' 8=.0001'/' Ke=.5 CC=.9 Cd=.6 POND 2 INFILTRATION BASIN Qin 1.02 CFS @ 12.11 HRS, VOLUME= .30 AF Qout= .95 CFS @ 12.58 HRS, VOLUME = _25 AF, ATTEN= 6~ LAG= 28.0 MIN 0, Qpd= .93 CFS @ 12_58 HRS, VOLUME = _21 AF Qse<l:= .02 CFS @ 12.58 HRS, VOLUME= .04 AF ELEVATION tFT) $34.0 $36.0 CON.AREA (SF) 974 2426 INC. STOR (CF) o 3292 CUM.STOR (CF) o 3292 WET. AREA (SF) 974 2454 STOR-IOO METHOD PEAK STORAGE = 2662 CF PEAK ELEVATION= 935.6 FT FLOOD ELEVATION= 936.0 FT START ELEVATION= 934.0 FT SPAN= 0-40 HRS, dt=_l HRS Tdet= 187.4 MIN (_25 AF) # R<bUTE INVERT OUTLET DEVICES 1 S 0.0' EXFILTRATION V= .000486 FPM over WETTED AREA 2 P 935.5' 10' BROAD-CRESTED RECTANGULAR WEIR X 1.48 Q=C L H^1. 5 C=1. 51, 1.56, 1.61, 0, 0, 0, 0, 0 Primary Discharge L--t=Broad-Crested Rectangular Weir Sec~ndary Discharge L--l=Exfiltration Data forMl1l'~__J<IO~'~B': TYPE II 24-HOOR RAINFALL= 6.00 IN Prepared by RLK Kuusito, Ltd. Hvdr9CAD 5.11 000754 (cl 1986-1999 Applied Microcomputer Svstems Page 1 6 Sep 02 WATEtSHED ROUTING ------------------------------------------------------------- ------------------------------------------------------------- [i] l' o t Q o OSUBCATCHHENT D REACH 6. POND [J LINK SUBCATCllMENT 1 ADJACENT PROERTY -> REACH 1 REAClI: 1 PIPE UNDER DRIVE -> REACH 2 REAClI: 2 DRAINAGE SWALE -> REACH 3 REAClI: 3 PIPE UNDER DRIVE -> Data for MICKELSON OFF SITE DRAINAGE TYPE II 24-HOUR RAINFALL= 6.00 IN Prepared by RLK Kuusito, Ltd. HvdroCAD 5.11 000754 (c) 1986-1999 Apolied Microcomputer Systems Page 2 6 Sep 02 SU$CATCIlMENT 1 ADJACENT PROERTY PEAK= 9.49 CFS @ 11.96 HRS, VOLUME= .51 AF SO-FT 69862.00 CN 85 GREEN AREA SCS TR-20 METHOD TYPE II 24 -HOUR RAINFALL= 6.00 IN SPAN= 10-20 HRS, dt=.l HRS Me~hod DIllECT ENTRY Comment Segment ID: Tc (min) 10.0 Data for MICKELSON OFF SITE DRAINAGE TYPE II 24-HOUR RAINFALL= 6.00 IN Prepared by RLK Kuusito, Ltd. HvrlroCAD 5.11 000754 (c) 1986-1999 Aoolied Microcomouter Systems RJilACH 1 Qin = Qout= DEjPTH CFT) 0.00 .13 .25 .38 .88 1. 00 1.13 1.18 1.21 1.25 R~ACH 2 Qin = (lout = DIlPTH 1FT) 0_00 _20 .40 .60 .86 1.20 1. 60 2.00 RIlACH 3 Qin = Q1out= Page 3 6 Sep 02 PIPE UNDER DRIVE 9.49 CFS @ 11.96 HRS, 8.74 CFS @ 11.95 HRS, END AREA (SO-FT) 0.00 .06 .17 .31 .92 1. 05 1.16 1.20 1.22 1.23 DISCH (CFS) 0.00 .18 .74 1.64 7.03 8.21 8_95 9.03 8.95 8.40 VOLUME= VOLUME= .51 AF .51 AF, DISCH (CFS) 0.00 8.47 26.55 51. 54 92.50 158.22 250.55 356.95 ATTEN= 8%, LAG= 0.0 MIN IS!! PIPE STOR-IND+TRANS METHOD PEAK DEPTH= 1.25 FT PEAK VELOCITY= 7.8 FPS TRAVEL TIME .1 MIN SPAN= 10-20 HRS, dt=.l HRS n= .01 LENGTH= 28 FT SLOPE= .01 FT/FT DRAINAGE SWALE 8.74 CFS @ 11.95 HRS, 8.74 CFS @ 11.97 HRS, END AREA (SO-FT) 0.00 2.41 4.85 7.32 10.57 14.88 20.05 25.33 VOLUME= VOLUME= .51 AF .51 AF, 0%, ATTEN= LAG= 1. 0 MIN 12' X 2' CHANNEL SIDE SLOPE= 3 'I' n= .025 LENGTH= 65 FT SLOPE= .031 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .20 FT PEAK VELOCITY= 3.5 FPS TRAVEL TIME .3 MIN SPAN= 10-20 HRS, dt=.l HRS PIPE UNDER DRIVE 8.74 CFS @ 11.97 HRS, 8.74 CFS @ 11.97 HRS, VOLUME= VOLUME= .51 AF .51 AF, ATTEN= 0%, LAG= .1 MIN DIj:PTH END AREA DISCH 1FT) (SO-FT) (CFS) 15" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= 1. 07 FT .13 .06 .18 n= .01 PEAK VELOCITY= 7.8 FPS .25 .17 .74 LENGTH= 28 FT TRAVEL TIME .1 MIN .38 .31 1.64 SLOPE= .01 FT/FT SPAN= 10-20 HRS, dt=.l HRS .88 .92 7.03 1.00 1. 05 8.21 1.13 1.16 8.95 1.18 1.20 9_03 1.21 1.22 8.95 1.25 1.23 8_40 Miscellaneous ~v~ V\TEMPLA TEIFILEINFO.DOC CITY OF PRIOR LAKE DRC PROJECT REVIEW CHECKLIST pROJECT NAME: MICKELSON SITE PLAN - Revised An application for a site plan for outdoor storage on 1.28 acres of property located on Welcome Avenue. ~PPLICANT: Scott Mickelson PROJECT ENGINEERS: Steve Broyer, RLK Kuusisto, LTD. CONTACT PERSON: Steve Broyer, RLK Kuusisto, LTD. 952-259-9217 , SITE INFORMATION PID#: 25-901-008-8 I-OCATION: This property is located at the north end of Welcome Avenue. IOXISTING ZONING: I (Industrial) COMPREHENSIVE PLAN: Planned Industriai pROJECT REQUEST: Review Site Plan DISTRIBUTE TO: APPLICATION FOR: Frank Boyles . Bud Osmundson Administrative Land Division Sue Walsh . Sue McDermott Comprehensive Plan Amend. . Ralph Teschner . Larry Pop pier Conditional Use Permit Chris Esser . Fire Chief Home Occupation Bob Hutch ins . Bill O'Rourke Rezoning Don Rye . Site Plan Jane Kansier Preiiminary Plat Cindy Kirchoff PUD . DNR - Pat Lynch Minnegasco Final Plat County Hwy. Depl. Watershed Disl. Variance , MNDOT Telephone Co. Vacation SMDC Electric Co. Mediacom Cable Mel. Council ate Received 10/25/02 Date Distributed 10/25/02 Date Due 11/7/02 omplete Application 10/25/02 Date Distributed to 10/25/02 DRC Meeting 11/7/02 ate DRC ubllcatlon Date NA Tentative PC Date NA Tentative CC NA Date 1110 Day Review Date 12/25/02 Review Extension 2/25/03 1:\02files\02siteplan\02-080 mickelson\referraI3.doc Page 1 I have reviewed the attached proposed request (Mickelson Site Plan - Revised Plans) for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features legal Issues Assessment Electric Roads/Access Policy Septic System Gas Building Code Erosion Control Other Recommendation: Approval Denial Conditional Approval Comments: . Signed: Date: Please return any comments by Thursdav. November 7, 2002, to Jane Kansier, ORC Coordinator City of Prior lake , 16200 Eagle Creek Avenue SE Prior lake, MN 55372 Phone: (952) 447-9812 Fax: (952) 447-4245 e-mail: jkansier@cityofpriorlake.com 1:I02filesI02siteplanI02-080 mickelsonlreferral3.doc Page 2 HUEMOELLER, BATES & GONTAREK PLC ATTORNEYS AT LAW 16670 FRANKLIN TRAIL P.O. BOX 67 PRIOR LAKE, MINNESOTA 55372 (952) 447-2131 Fax: (952) 447-5628 E-mail: oriorlakelawlaiintegraonline.com JAMtS D. BATES ALLISON J. GONTAREK BRYCE D. HUEMOELLER OF COUNSEL: cHARLESc.HALBERG October 25, 2002 Ms. ~ane Kansier Priot Lake Planning Department CitylofPrior Lake Prior Lake MN 55372 Hand Carried Re: Land Use Permit for Scott Mickelson Deati Ms. Kansier: This letter is intended to supplement the other materials submitted for Mr. Mic~elson's Site Plan Application for use of his property at 16705 Welcome Avenue, Prior Lake, Minnesota. Mr. Mickelson intends to use his property as an outdoor storage area as permitted und~r Section 1102.1502 (4) of the Zoning Code of the City ofprior Lake (June 1, 200~). All conditions are incorporated into Mr. Mickelson's plan, except for "f." I had spok1en with City Engineering regarding this pavement requirement, and they were, at that ~ime, amenable to waiving this requirement for Mr. Mickelson. One of Mr. Mickelson's main storage areas will be for black dirt. Storing black dirt on pavement is coudterproductive to the measures required by the City for control of run off from Mr. Mic!j:elson's property. At this time, no signage is contemplated for the site. If you have questions regatiding the above, please don't hesitate to call. cc: Scott Mickelson ~:ur~_ Au- -/',-., Allison J. Gontarek r=..r;'~'- ""@rnO'\\!7fC?;:.;,'1 '.'IY'''' \::1[5,.",; IU ' L.:> ; 1~I.fU .l~i Miscellaneous (6)01) I tz:y~ <f t}lCU-rrtcYJ OJl(LQ_ ~\LrnL/l..... t" d ct..fu d '-f 18-110!J L:\TEMPLA TEIFILEINFO.DOC AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FOR SCOTT MICKELSON THIS AGREEMENT is made this 21st day of April, 2003, by and between the CITY OF PRIOR LAKE, a Minnesota municipal corporation, organized under the laws of the State bfMinnesota ("CITY") and SCOTT MICKELSON ("DEVELOPER"). RECITALS WHEREAS, the DEVELOPER has proposed constructing a storage yard on property within a landlocked watershed basin ("BASIN"); and WHEREAS, in evaluating the construction of a project within a BASIN, the CITY considers the appropriateness of requiring certain storm water management principles; WHEREAS, infiltration/storage system capacity is an important storm water management principle; WHEREAS, the DEVELOPER has submitted a plan for construction of an infiltration/storage system. NOW THEREFORE, based on the mutual promises and covenants set forth herein, the sufficiency of which is not disputed, the parties hereto agree as follows: 1. Purpose. The purpose of this AGREEMENT is to set forth the terms and conditions for the construction, monitoring and maintenance of an infiltration of a storm water management infiltration storage system ("SYSTEM"). 1:I02fi1esI02siteplanI02-080 mickelsonlm & m agreement-doc --_._---"~.._--~._-------_.._-_.._._-'_._'-_._' 2. Recitals. The recitals set forth above are incorporated as if fully set forth herein. 3. Description ofthe Proiect. The DEVELOPER is constructing a storage yard on land legally described in Exhibit A. Exhibit A is incorporated herein as if fully set forth. In connection with the construction of the storage yard, the DEVELOPER is required to construct a storm water management infiltration storage system. 4. Storm water Manal!ement Infiltration Storal!e System. 4.1. The SYSTEM will be constructed in accordance with the plans and Permit, approved and issued by the CITY. Said plans and Permit are attached as Exhibit "B" to this AGREEMENT. Exhibit B is incorporated herein as if fully set forth. 4.2. The design of the SYSTEM will not be changed without prior written approval of the CITY. 5. Maintenance of SYSTEM. 5.1. The DEVELOPER is solely responsible for the maintenance of the SYSTEM to ensure that the SYSTEM continues to provide adequate infiltration capacity for the future. For the purposes of this AGREEMENT, "adequate infiltration capacity" means storage capacity to accommodate at least all run-off from a one- year, twenty-four hour rainfall event and the capacity to infiltrate all run-off from the one-year run-off event within seventy-two hours. 5.2. Maintenance shall comply with a maintenance plan prepared by a professional engineer, registered in the State of Minnesota. The plan shall include, but is not limited to, cleaning, repairing and any other work deemed necessary to ensure the proper function ofthe SYSTEM. A copy of the maintenance plan shall be provided to the CITY. 6. Monitorinl!. 6.1. The DEVELOPER must implement a monitoring program to demonstrate that the SYSTEM continues to provide adequate storage and infiltration capacity. 6.2. The Developer shall record the water levels in the infiltration basin once daily (Monday through Friday) for the month of June. The Developer shall check the volume of the basins on June 30th of each year. The records shall be submitted to the City no later than November 151 of each year. 7. Default. A failure to comply with the plans, Permit or any ofthe terms and conditions of this AGREEMENT shall constitute a default of this AGREEMENT. In the event of a default, the CITY shall provide the DEVELOPER with notice as provided for in Paragraph 8. The notice shall set forth the nature of the default and the time within which the DEVELOPER must cure the default, which shall be not less than 48 hours, except that in the event that the nature of the default is such that, in the sole judgment of the CITY, it may pose an imminent potential risk to the health, safety or welfare to persons or property, the CITY may enter the property legally described in Exhibit A and perform the required work to cure the default. All costs incurred by the CITY to cure the default, including administrative costs, shall be the sole responsibility of the DEVELOPER. 1:\02files\02siteplan\02-080 mickelson\m & m agreement.doc 2 .. .~...._"...____._..__._.___._.________.,...,+__"___",,._.,_~_______,.__,,___._..__,.__.m__" 7.1. The CITY shall invoice the DEVELOPER for the costs incurred to cure the default. 7.2. The DEVELOPER shall pay said invoice within thirty (30) days of receipt thereof. 7.3. The DEVELOPER agrees that if DEVELOPER fails to pay the invoiced amount within the thirty (30) day period, the CITY may assess the invoiced amount against the property described in Exhibit A. $. Notices. Required Notices to the DEVELOPER shall be in writing, and shall be either hand delivered to the DEVELOPER, its employees or agents, or mailed to the DEVELOPER by certified mail at the following address: Scott Mickelson, 13535 Quentin Avenue South, Savage, Minnesota 55378. Notices to the CITY shall be in writing and shall be either hand delivered to the CITY Manager, or mailed to the CITY by certified mail in care ofthe CITY Manager at the following address: CITY of Prior Lake, 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714. 9. License. The DEVELOPER grants the CITY a non-revocable license to enter upon the property legally described in Exhibit A for the sole purpose of curing any default or to prevent against any imminent potential threat to the health, safety or welfare of persons or property. W. Indemnification and Hold Harmless. The DEVELOPER shall indemnifY, defend and hold the CITY, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys' fees, that the CITY incurs or suffers, which arise out of, result from or relate to approval of the plans, issuance of the Permit or any provision of this AGREEMENT. The responsibility to indemnifY and hold the CITY harmless from claims arising out of or resulting from the actions or inactions of the CITY, its Council, agents, employees, and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. 11. Recording. The DEVELOPER shall cause this AGREEMENT to be recorded against the property legally described in Exhibit A within 10 days of the issuance of the Permit. The DEVELOPER shall provide evidence of recording to the CITY within 10 days thereafter. 12. Heirs, Successors And Assigns. This AGREEMENT shall run with the land legally described in Exhibit A and shall be binding against all heirs, successors and assignees of the DEVELOPER. 12.1. Assignment. The DEVELOPER may not assign this AGREEMENT without the prior written approval of the CITY Council, which shall not be unreasonably withheld. 13. Miscellaneous. 13.1. Severability. In the event any provisions of this Contract shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. I:I02filesl02siteplanl02-080 mickelsonlm & m agreement.doc 3 13.2. Waiver. Failure of either party at any time to require performance of any provision of this Contract shall not affect its right to require full performance thereof at any time thereafter and the waiver by either party of a breach of any such provision shall not be taken or held to be a waiver of any subsequent breach thereof or as nullifying the effectiveness of such provision. 13.3. Enforcement ofthe Al!reement. Any fees incurred by the CITY associated with enforcing any ofthe terms and conditions set forth in this AGREEMENT, including but not limited to CITY staff, engineering and attorney's fees, shall be the sole responsibility ofthe DEVELOPER. 13.4. Governing Law. This AGREEMENT shall be governed by the laws ofthe State of Minnesota. Executed by the parties hereto as ofthe day and date first above written. CITY OF PRIOR LAKE By: SCOTT MICKELSON. By: Jack G. Haugen, Mayor By: By: Frank Boyles, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF SCOTI ) The foregoing instrument was acknowledged before me this _ day of lW03, by Jack G. Haugen, Mayor, and by Frank Boyles, City Manager, of the City of Prior Lake, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2003, by day of NOTARY PUBLIC 1:I02fi1esI02siteplanI02-080 mickelsonlm & m agreement.doc 4 Reviewed as to Form and Execution: By: Suesan Lea Pace, City Attorney pRAFTED BY: City of Prior Lake i 6200 Eagle Creek Avenue SE Prior Lake, Minnesota 55372 1:\02files\02siteplan\02-080 mickelson\m & m agreement.doc 5 EXHIBIT A that part of the East three Fourths of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota described as follows: Commencing at the southeast comer of said Section 1; thence on an assumed bearing of North 01 degree 21 minutes West along the east line of said Section 1, a distance of p51.72 feet; thence South 88 degrees 39 minutes 00 seconds West a distance of 1875.73 feet; thence South 86 degrees II minutes 30 seconds West a distance of 84.66 feet to the cast line of the west 30.00 feet of the East Three Fourths of the Southeast Quarter of said Section I; thence North 86 degrees 11 minutes 30 seconds East a distance of 514.66 feet; thence South a distance of 704.31 feet to the center line of County State Aid Highway No. 12; thence South 63 degrees 37 minutes 56 seconds East along said center line a distance of73.66 feet; thence North a distance of 412.00 feet; thence East a distance of p44.00 feet to a point hereinafter referred to as point "A"; thence North a distance of 224.00 feet; thence West a distance of243.86 feet; thence North a distance of 101.00 feet; thence northwesterly along a tangential curve concave to the west, having a radius of 455.74 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 119.31 feet; thence along a reverse curve concave to the east, having a radius of 424.68 feet; a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 111.18 feet; thence North tangent to said last described curve a distance of 104.56 feet to the actual point of beginning of the tract ofland to be described; thence continuing North a distance pf 199.57 feet more or less to its intersection with the following described line: ~ommencing at the southwest comer of Block 1, plat of Whitewood 1 st Addition, Scott ~ounty, Minnesota; thence southerly along the southerly extension ofthe west line of said Block 1, a distance of200.00 feet to the actual point of beginning ofthe line to be described; thence South 88 degrees 59 minutes 50 seconds West parallel with the westerly intersection of the southerly line of Block 1, to its intersection with the aforementioned line; thence North 88 degrees 59 minutes 50 seconds East along said line a distance 273.89 feet more or less to its intersection with a line drawn North from the ~forementioned point "A"; thence South along said line a distance of204.27 feet to the intersection with a line drawn East from the point of beginning; thence West a distance of 273.85 feet to the point of beginning. 1:I02fi1esI02siteplanI02-080 mickelsonlm & m agreement.doc 6 I 1:::.:....-:::: .... - .. - - ""I-=r-~'.. .."",....1 =1=1""- c~ ~~' ' ;;E;;;." 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MOTION BY: ZIESKA SECOND BY: LEMAIR The Developer has proposed constructing a storage yard on property within a landlocked watershed basin ("basin"); and In evaluating the construction of a project within a basin, the City considers the appropriateness of requiring certain storm water management principles; and Infiltration/storage system capacity is an important storm water management principle; and The Developer has submitted a plan for construction of an infiltration/storage system; and The City Council has approved the Agreement for Monitoring and Maintenance Plan for Scott Mickelson. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PRIORILAKE, MINNESOTA: 1. Thel recitals set forth above are incorporated herein as if fully set forth. 2. The! Mayor and City Manager are hereby authorized to execute the Agreement for Monitoring and IMaintenance Plan for the Mickelson Storage Yard on behalf of the City. Passed!and adopted this 21st day of April, 2003. YES NO Haugen X Haugen Blomberg X Blomberg LeMair X LeMair Petersen X Petersen Zieska X Zieska Frank BOY& r:\resoJuti\pl~nres\2003\03.57.doc P<!ge 1 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / I-ax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER RESOLUTION 03-57 ~/NNESO~~ RE LUTION OF THE PRIOR LAKE CITY COUNCIL APPROVING THE AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FOR SCOTT MICKELSON MOTION BY: ZIESKA SECOND BY: LEMAIR WHER~AS: The Developer has proposed constructing a storage yard on property within a landlocked watershed basin ("basin"); and WHER~AS: In evaluating the construction of a project within a basin, the City considers the appropriateness of requiring certain storm water management principles; and WHER~AS: Infiltration/storage system capacity is an important storm water management principle; and WHER~AS: The Developer has submitted a plan for construction of an infiltration/storage system; and WHER~AS: The City Council has approved the Agreement for Monitoring and Maintenance Plan for Scott Mickelson. NOW, jrHEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PRIORILAKE, MINNESOTA: 1. Thel recitals set forth above are incorporated herein as if fully set forth. 2. Thel Mayor and City Manager are hereby authorized to execute the Agreement for Monitoring and! Maintenance Plan for the Mickelson Storage Yard on behalf of the City. Passed! and adopted this 21 st day of April, 2003. YES NO Haugen X Haugen Blomberg X Blomberg LeMair X LeMair Petersen X Petersen Zieska X Zieska Frank BO::! J:i; r:\resoluti\plpnres\2003\03-S7.dOC Pa.ge 1 16200 Eflgle Creek Ave. S.E.. Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / I-ax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ^.----~_..___---l--____"_____._______.___..,__.__..._ CITY COUNCIL AGENDA REPORT APRIL 21, 2003 5J CYNTHIA KIRCHOFF, AICP, PLANNER JANE KANSIER, PLANNING COORDINATOR CONSIDER APPROVAL OF A RESOLUTION APPROVING THE AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FOR SCOTT MICKELSON DSCUSSION: Historv: The purpose of this agenda item is to consider approval of an agreement for the construction, monitoring and maintenance of a storm water management infiltration storage system on Scott Mickelson's storage yard. In October 2002, Scott Mickelson filed an application for site plan approval to allow outdoor storage on vacant property located on the east side of Welcome Avenue, north of CSAH 21. The property is zoned I (Industrial); outdoor storage is a use permitted with conditions in the district. There is no platting involved in this request. Current Circumstances: The site is located within the Markley Lake watershed. In order to ensure there is no additional runoff into Markley Lake, the developer will be required to construct a storm water management system, including an infiltration and storage pond. An agreement for monitoring and maintaining the infiltration and storage pond is an integral part of the storm water management system. The Issues: The attached Agreement for Monitoring and Maintenance Plan outlines the maintenance and monitoring program for the storm water management system. The agreement also spells out the responsibilities of the developer in this system. Conclusion: The developer has reviewed and signed this agreement. The City Attorney has also reviewed and approved this agreement. Staff will be available to discuss the details of this agreement with the Council. F SCAL IMPACT: Budaet ImDact: Approval of this agreement will allow the developer to improve the property and establish a storage yard on this site. A TERNATlVES: The City Council has three alternatives: 1:lp2fi1esI02siteplanI02-080 mickelsonlcc report m & m agmt.doc Page 1 1620di Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER COMMENDED OTION: EVIEWED BY: T ACHMENTS: 1. Adopt a resolution approving the Agreement for Monitoring and Maintenance Plan for the Mickelson storage yard. 2. Deny the resolution approving the Agreement for Monitoring and Maintenance Plan for the Mickelson storage yard. 3. Defer this item and provide staff with specific direction. Staff recommends Alternative #1. This requires a motion and second to adopt a resolution approving the Agreement for Monitoring and Maintenance Plan for the Mickelson storage yard, and authorizing the Mayor and City Manager to sign the Agreem t. 1. Resolution 03-XX 2. Agreement for Monitoring and Maintenance Plan l:f02filesI02siteplanI02-080 mickelsonlcc report m & m agmt.doc I ! ____..___.___L__...__..._ Page 2 RESOLUTION 03.){}( '\~ '1(50 UTION OF THE PRIOR LAKE CITY COUNCIL APPROVING THE AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FOR SCOTT MICKELSON MOTION BY: SECOND BY: The Developer has proposed constructing a storage yard on property within a landlocked watershed basin ("basin"); and In evaluating the construction of a project within a basin, the City considers the appropriateness of requiring certain storm water management principles; and Infiltration/storage system capacity is an important storm water management principle; and The Developer has submitted a plan for construction of an infiltration/storage system; and The City Council has approved the Agreement for Monitoring and Maintenance Plan for Scott Mickelson. THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF LAKE, MINNESOTA: 1. T e recitals set forth above are incorporated herein as if fully set forth. 2. T e Mayor and City Manager are hereby authorized to execute the Agreement for Monitoring a d Maintenance Plan for the Mickelson Storage Yard on behalf of the City. Pass d and adopted this 21 st day of April, 2003. YES NO Haugen Blomberg LeMair Petersen Zieska Haugen Blomberg LeMair Petersen Zieska Frank Boyles. City Manager 1:\02fileS~2SjtePlan\02"()80 mickelson\resolution.doc Page 1 1620q Eagle Creek Ave. S.E., Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 i AN EQUAL OPPORTUNIlY EMPLOYER AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FOR SCOTT MICKELSON THIS AGREEMENT is made this 21 st day of April, 2003, by and between the CITY OF PRIOR LAKE, a Minnesota municipal corporation, organized under the laws of the State of Minnesota ("CITY") and SCOTT MICKELSON ("DEVELOPER"). RECITALS WHEREAS, the DEVELOPER has proposed constructing a storage yard on property within a landlocked watershed basin ("BASIN"); and WHEREAS, in evaluating the construction of a project within a BASIN, the CITY considers the appropriateness of requiring certain storm water management principles; WHEREAS, infiltration/storage system capacity is an important storm water management principle; WHEREAS, the DEVELOPER has submitted a plan for construction of an infiltration/storage system. NOW THEREFORE, based on the mutual promises and covenants set forth herein, the sufficiency of which is not disputed, the parties hereto agree as follows: 1. Purpose. The purpose ofthis AGREEMENT is to set forth the terms and conditions for the construction, monitoring and maintenance of an infiltration of a storm water management infiltration storage system ("SYSTEM"). 1:I02filesI02siteplanI02-080 mickelsonlm & m agreement.doc 2. Recitals. The recitals set forth above are incorporated as if fully set forth herein. 3. Description of the Proiect. The DEVELOPER is constructing a storage yard on land legally described in Exhibit A. Exhibit A is incorporated herein as if fully set forth. In connection with the construction of the storage yard, the DEVELOPER is required to construct a storm water management infiltration storage system. 4. Storm water Manaeement InfIltration Storaee System. 4.1. The SYSTEM will be constructed in accordance with the plans and Permit, approved and issued by the CITY. Said plans and Permit are attached as Exhibit "B" to this AGREEMENT. Exhibit B is incorporated herein as if fully set forth. 4.2. The design of the SYSTEM will not be changed without prior written approval of the CITY. 5. Maintenance of SYSTEM. 5.1. The DEVELOPER is solely responsible for the maintenance of the SYSTEM to ensure that the SYSTEM continues to provide adequate infiltration capacity for the future. For the purposes of this AGREEMENT, "adequate infiltration capacity" means storage capacity to accommodate at least all run-off from a one- year, twenty-four hour rainfall event and the capacity to infiltrate all run-off from the one-year run-off event within seventy-two hours. 5.2. Maintenance shall comply with a maintenance plan prepared by a professional engineer, registered in the State of Minnesota. The plan shall include, but is not limited to, cleaning, repairing and any other work deemed necessary to ensure the proper function of the SYSTEM. A copy of the maintenance plan shall be provided to the CITY. 6. Monitorine. 6.1. The DEVELOPER must implement a monitoring program to demonstrate that the SYSTEM continues to provide adequate storage and infiltration capacity. 6.2. The Developer shall record the water levels in the infiltration basin once daily (Monday through Friday) for the month of June. The Developer shall check the volume ofthe basins on June 30th of each year. The records shall be submitted to the City no later than November I sl of each year. 7. Default. A failure to comply with the plans, Permit or any of the terms and conditions ofthis AGREEMENT shall constitute a default of this AGREEMENT. In the event of a default, the CITY shall provide the DEVELOPER with notice as provided for in Paragraph 8. The notice shall set forth the nature ofthe default and the time within which the DEVELOPER must cure the default, which shall be not less than 48 hours, except that in the event that the nature ofthe default is such that, in the sole judgment of the CITY, it may pose an imminent potential risk to the health, safety or welfare to persons or property, the CITY may enter the property legally described in Exhibit A and perform the required work to cure the default. All costs incurred by the CITY to cure the default, including administrative costs, shall be the sole responsibility of the DEVELOPER. . 1:I02fi1esI02siteplanI02-080 mickelsonlm & m agreement.doc 2 7.1. The CITY shall invoice the DEVELOPER for the costs incurred to cure the default. 7.2. The DEVELOPER shall pay said invoice within thirty (30) days of receipt thereof. 7.3. The DEVELOPER agrees that if DEVELOPER fails to pay the invoiced amount within the thirty (30) day period, the CITY may assess the invoiced amount against the property described in Exhibit A. 8. Notices. Required Notices to the DEVELOPER shall be in writing, and shall be either hand delivered to the DEVELOPER, its employees or agents, or mailed to the DEVELOPER by certified mail at the following address: Scott Mickelson, 13535 Quentin Avenue South, Savage, Minnesota 55378. Notices to the CITY shall be in writing and shall be either hand delivered to the CITY Manager, or mailed to the CITY by certified mail in care of the CITY Manager at the following address: CITY of Prior Lake, 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714. 9. License. The DEVELOPER grants the CITY a non-revocable license to enter upon the property legally described in Exhibit A for the sole purpose of curing any default or to prevent against any imminent potential threat to the health, safety or welfare of persons or property. 10. Indemnification and Hold Harmless. The DEVELOPER shall indemnifY, defend and hold the CITY, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys' fees, that the CITY incurs or suffers, which arise out of, result from or relate to approval of the plans, issuance of the Permit or any provision of this AGREEMENT. The responsibility to indemnifY and hold the CITY harmless from claims arising out of or resulting from the actions or inactions of the CITY, its Council, agents, employees, and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. II. Recordinl!:. The DEVELOPER shall cause this AGREEMENT to be recorded against the property legally described in Exhibit A within 10 days of the issuance of the Permit. The DEVELOPER shall provide evidence of recording to the CITY within 10 days thereafter. 12. Heirs. Successors And Assil!:us. This AGREEMENT shall run with the land legally described in Exhibit A and shall be binding against all heirs, successors and assignees of the DEVELOPER. 12.1. Assilmmeut. The DEVELOPER may not assign this AGREEMENT without the prior written approval of the CITY Council, which shall not be unreasonably withheld. 13. Miscellaneous. 13.1. Severability. In the event any provisions ofthis Contract shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. I I L"'""""""""- ",o..."",&m.="", . 3 13.2. Waiver. Failure of either party at any time to require performance of any provision of this Contract shall not affect its right to require full performance thereof at any time thereafter and the waiver by either party of a breach of any such provision shall not be taken or held to be a waiver of any subsequent breach thereof or as nullifying the effectiveness of such provision. 13.3. Enforcement ofthe A2reement. Any fees incurred by the CITY associated with enforcing any of the terms and conditions set forth in this AGREEMENT, including but not limited to CITY staff, engineering and attorney's fees, shall be the sole responsibility of the DEVELOPER. 13.4. Governing Law. This AGREEMENT shall be governed by the laws of the State of Minnesota. Executed by the parties hereto as of the day and date first above written. CITY OF PRIOR LAKE By: SCOTT MICKELSON. By: Jack G. Haugen, Mayor By: By: Frank Boyles, City Manager STATE OF MINNESOTA ) ) ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this _ day of 2003, by Jack G. Haugen, Mayor, and by Frank Boyles, City Manager, of the City of Prior Lake, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATEOFMINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 2003, by day of NOTARY PUBLIC . ),I02fi1esI02siteplanI02-080 mickelsonlm & m agreement.doc 4 Reviewed as to Form and Execution: By: Suesan Lea Pace, City Attorney DRAFTED BY: City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, Minnesota 55372 , 1,I02filesI02siteplanI02-080 mickelsonlm & m agreement.doc 5 EXHIBIT A That part of the East three Fourths of the Southeast Quarter of Section I, Township 114, Range 22, Scott County, Minnesota described as follows: Commencing at the southeast corner of said Section I; thence on an assumed bearing of North 01 degree 21 minutes West along the east line of said Section I, a distance of 1251.72 feet; thence South 88 degrees 39 minutes 00 seconds West a distance of 1875.73 feet; thence South 86 degrees II minutes 30 seconds West a distance of 84.66 feet to the east line of the west 30.00 feet of the East Three Fourths of the Southeast Quarter of said Section I; thence North 86 degrees 11 minutes 30 seconds East a distance of 514.66 feet; thence South a distance of 704.31 feet to the center line of County State Aid Highway No. 12; thence South 63 degrees 37 minutes 56 seconds East along said center line a distance of73.66 feet; thence North a distance of 412.00 feet; thence East a distance of 944.00 feet to a point hereinafter referred to as point "A"; thence North a distance of 224.00 feet; thence West a distance of243.86 feet; thence North a distance of 101.00 feet; thence northwesterly along a tangential curve concave to the west, having a radius of 455.74 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 119.31 feet; thence along a reverse curve concave to the east, having a radius of 424.68 feet; a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 111.18 feet; thence North tangent to said last described curve a distance of 104.56 feet to the actual point of beginning of the tract ofland to be described; thence continuing North a distance of 199.57 feet more or less to its intersection with the following described line: Commencing at the southwest corner of Block 1, plat of Whitewood 1 st Addition, Scott County, Minnesota; thence southerly along the southerly extension of the west line of said Block 1, a distance of200.00 feet to the actual point of beginning of the line to be described; thence South 88 degrees 59 minutes 50 seconds West parallel with the westerly intersection of the southerly line of Block 1, to its intersection with the aforementioned line; thence North 88 degrees 59 minutes 50 seconds East along said line a distance 273.89 feet more or less to its intersection with a line drawn North from the aforementioned point "A"; thence South along said line a distance of204.27 feet to the intersection with a line drawn East from the point of beginning; thence West a distance of 273.85 feet to the point of beginning. . 1:I02fi1esl02siteplanl02-080 mickelsonlm & m agreement.doc 6 I I~-:a-'-~IY~~I EXH-IBIT IIBII~&j<.., =::..- '--'" -~=--_--:.~..:..""; ... 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L:\TEMPLA TE\FILEINFO.DOC AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FORSCOTTMUCKELSON THIS AGREEMENT is made this 21 st day of April, 2003, by and between the CITY OF PRIOR LAKE, a Minnesota municipal corporation, organized under the laws of the State of Minnesota ("CITY") and SCOTT MICKELSON ("DEVELOPER"). RECITALS WHEREAS, the DEVELOPER has proposed constructing a storage yard on property within a landlocked watershed basin ("BASIN"); and WHEREAS, in evaluating the construction of a project within a BASIN, the CITY considers the appropriateness of requiring certain storm water management principles; WHEREAS, infiltration/storage system capacity is an important storm water management principle; WHEREAS, the DEVELOPER has submitted a plan for construction of an infiltration/storage system. NOW THEREFORE, based on the mutual promises and covenants set forth herein, the sufficiency of whicli is not disputed, the parties hereto agree as follows: 1. Purpose. The purpose of this AGREEMENT is to set forth the terms and conditions for the construction, monitoring and maintenance of an infiltration of a storm water management infiltration storage system ("SYSTEM"). . i 1:I02fi1esI02siteplanI02-080 mickelsonlm & m agreemenl.doc --L--..'.'_.._..._.._,......._.. 2. Recitals. The recitals set forth above are incorporated as if fully set forth herein. 3. Description of the Project. The DEVELOPER is constructing a storage yard on land legally described in Exhibit A. Exhibit A is incorporated herein as if fully set forth, In connection with the construction of the storage yard, the DEVELOPER is required to construct a storm water management infiltration storage system. 4. Storm water Mana2ement InfIltration Stora2e System. 4.1. The SYSTEM will be constructed in accordance with the plans and Permit, approved and issued by the CITY. Said plans and Permit are attached as Exhibit "B" to this AGREEMENT. Exhibit B is incorporated herein as if fully set forth. 4.2. The design of the SYSTEM will not be changed without prior written approval of the CITY. 5. Maintenance of SYSTEM. 5.1. The DEVELOPER is solely responsible for the maintenance of the SYSTEM to ensure that the SYSTEM continues to provide adequate infiltration capacity for the future. For the purposes of this AGREEMENT, "adequate infiltration capacity" means storage capacity to accommodate at least all run-off from a one- year, twenty-fourhourrainfall event and the capacity to infiltrate all run-off from the one-year run-off event within seventy-two hours. 5.2. Maintenance shall comply with a maintenance plan prepared by a professional engineer, registered in the State of Minnesota. The plan shall include, but is not limited to, cleaning, repairing and any other work deemed necessary to ensure the proper function of the SYSTEM. A copy of the maintenance plan shall be provided to the CITY. 6. Monitorin2. 6.1. The DEVELOPER must implement a monitoring program to demonstrate that the SYSTEM continues to provide adequate storage and infiltration capacity. 6.2. The Developer shall record the water levels in the infiltration basin once daily (Monday through Friday) for the month of June. The Developer shall check the volume of the basins on June 30th of each year. The records shall be submitted to the City no later than November 1 st of each year. 7. Default. A failure to comply with the plans, Permit or any of the terms and conditions of this AGREEMENT shall constitute a default of this AGREEMENT. In the event of a default, the CITY shall provide the DEVELOPER with notice as provided for in Paragraph 8. The notice shall set forth the nature of the default and the time within which the DEVELOPER must cure the default, which shall be not less than 48 hours, except that in the event that the nature of the default is such that, in the sole judgment of the CITY, it may pose an imminent potential risk to the health, safety or welfare to persons or property, the CITY may enter the property legally described in Exhibit A and perform the required work to cure the default, All costs incurred by the CITY to cure the default, including administrative costs, shall be the sole responsibility of the DEVELOPER. . 1:I02fi1es\02siteplanI02,080 mickelsonlm & m agreement doc 2 7.1. The CITY shall invoice the DEVELOPER for the costs incurred to cure the default. 7.2. The DEVELOPER shall pay said invoice within thirty (30) days of receipt thereof. 7.3. The DEVELOPER agrees that if DEVELOPER fails to pay the invoiced amount within the thirty (30) day period, the CITY may assess the invoiced amount against the property described in Exhibit A. 8. Notices. Required Notices to the DEVELOPER shall be in writing, and shall be either hand delivered to the DEVELOPER, its employees or agents, or mailed to the DEVELOPER by certified mail at the following address: Scott Mickelson, 13535 Quentin Avenue South, Savage, Minnesota 55378. Notices to the CITY- shall be in writing and shall be either hand delivered to the CITY Manager, or mailed to the CITY by certified mail in care of the CITY Manager at the following address: CITY of Prior Lake, 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714. 9. License. The DEVELOPER grants the CITY a non-revocable license to enter upon the property legally described in Exhibit A for the sole purpose of curing any default or to prevent against any imminent potential threat to the health, safety or welfare of persons or property. 10. Indemnification and Hold Harmless. The DEVELOPER shall indemnify, defend and hold the CITY, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, dernands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys' fees, that the CITY incurs or suffers, which arise out of, result from orrelate to approval of the plans, issuance of the Permit or any provision of this AGREEMENT. The responsibility to indemnify and hold the CITY harmless from claims arising out of or resulting from the actions or inactions of the CITY, its Council, agents, employees, and representatives does not extend to any willful or intentional misconduct on the part of any of these individuals. 11. Recordine. The DEVELOPER shall cause this AGREEMENT to be recorded against the property legally described in Exhibit A within 10 days of the issuance of the Permit. The DEVELOPER shall provide evidence of recording to the CITY within 10 days thereafter. 12. Heirs, Successors And Assiens. This AGREEMENT shall run with the land legally described in Exhibit A and shall be binding against all heirs, successors and assignees of the DEVELOPER. 12.1. Assi2l1ment The DEVELOPER may not assign this AGREEMENT without the prior written approval of the CITY Council, which shall not be unreasonably withheld. 13. Miscellaneous. 13.1. Severability. In the event any provisions of this Contract shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby. . 11,I02fi1esl02siteplanl02,080 mickelsonlm & m agreement.doc I ---1-___'__,_____'._..'.__._.'.__..' 3 13.2. Waiver. Failure of either party at any time to require performance of any provision of this Contract shall not affect its right to require full performance thereof at any time thereafter and the waiver by either party of a breach of any such provision shall not be taken or held to be a waiver of any subsequent breach thereof or as nullifying the effectiveness of such provision. 13.3. Enforcement of the Agreement. Any fees incurred by the CITY associated with enforcing any of the terms and conditions set forth in this AGREEMENT, including but not limited to CITY staff, engineering and attorney's fees, shall be the sole responsibility of the DEVELOPER. 13.4. Governing Law. This AGREEMENT shall be governed by the laws of the State of Minnesota. Executed by the parties hereto as of the day and date first above written. CITY By: By: STATE OF MINNESOTA ) ) ss. ) COUNTY OF SCOTT SC~TTZLSONfJfj;' Ie~ By. A L--C~ .~ By: The foregoing instrument was acknowledged before me this ~ day of /ifJ'( , 2003, by Jack G. Haugen, Mayor, and by Frank Boyles, 'ty Manager, of the City of Prior Lake, a Minnesota municipal corporation, on behalf 0 e rporation and pursuant to the authority granted by its City Council. (. "_.-~ i """~?-?,:,-;-.~- (., ,.-'\ KELLYMEYER; (:';-~~,f:l ,'IOTARY PUBuc-MlNNESOTA ~ r...,I.Ji':.r1:sslonExplresJan.31.2005 ..'-~"'::" STATE OF MINNESOTA ) ) ss. COUNTY OF ) .1L ' /~ day of ~-....L- JUDITH PINT NOTARY PUBlIC,MINNESOTA My Commission Expires Jan, 31, 2C~5 4 1:I02fi1esI02siteplanI02-080 mickelsonlm & m agreement.doc Reviewed d ~cution: By: Ya_ S esan Lea Pace, City Attorney DRAFTED BY: City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, Minnesota 55372 , i 1:I02fi1esl02siteplanl02,080 mickelsonlm & m agreement.doc , I _-1-'____ 5 EXHIBIT A That part of the East three Fourths of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota described as follows: Commencing at the southeast corner of said Section 1; thence on an assumed bearing of North 01 degree 21 minutes West along the east line of said Section 1, a distance of 1251.72 feet; thence South 88 degrees 39 minutes 00 seconds West a distance of1875.73 feet; thence South 86 degrees 11 minutes 30 seconds West a distance of84.66 feet to the east line of the west 30.00 feet of the East Three Fourths of the Southeast Quarter of said Section 1; thence North 86 degrees 11 minutes 30 seconds East a distance of 514.66 feet; thence South a distance of 704.31 feet to the center line of County State Aid Highway No. 12; thence South 63 degrees 37 minutes 56 seconds East along said center line a distance of73.66 feet; thence North a distance of 412.00 feet; thence East a distance of 944.00 feet to a point hereinafter referred to as point "A"; thence North a distance of 224.00 feet; thence West a distance of243.86 feet; thence North a distance of 101.00 feet; thence northwesterly along a tangential curve concave to the west, having a radius of 455.74 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 119.31 feet; thence along a reverse curve concave to the east, having a radius of 424.68 feet; a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 111.18 feet; thence North tangent to said last described curve a distance of 104.56 feet to the actual point of beginning of the tract ofland to be described; thence continuing North a distance of 199.57 feet more or less to its intersection with the following described line: Commencing at the southwest corner of Block 1, plat of Whitewood 151 Addition, Scott County, Minnesota; thence southerly along the southerly extension of the west line of said Block 1, a distance of200.00 feet to the actual point of beginning of the line to be described; thence South 88 degrees 59 minutes 50 seconds West parallel with the westerly intersection of the southerly line of Block 1, to its intersection with the aforementioned line; thence North 88 degrees 59 minutes 50 seconds East along said line a distance 273.89 feet more or less to its intersection with a line drawn North from the aforementioned point "A"; thence South along said line a distance of204.27 feet to the intersection with a line drawn East from the point of beginning; thence West a distance of 273.85 feet to the point of beginning. 1:I02filesl02siteplanl02,080 mickelsonlm & m agreement.doc 6 ~"'MS II B 1\ 11"8o~"" lDl-ISJ11Ll ~ ""," I 1-----'---""\-...--..,. .........~I -- ==;::. ~ e-'~~-' . ;;s:;:' ,'-~.:---,..:~--"': EXHIBIT __ - 10_______... z < ~ ~ ~ ~ ~ l:Jz - I- '" ~ ~ t<ii 0 ~ w w z ZO ~ 5 W 0 Z " _Z " J: ~~ Z ~ '" <( 0::: ~I- N ~ . ~ .....I W a. a. z z 0 ~. 0:: - ... 0 W ... , N a. ::::c 0 - t!= 1-0 .... <( () .EZ LU .....J ...., 0- 0 a:: 0 0:: c.. => >- 0 .... 0:: (f) t3 - I- ....J 0:: W 0.... 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EOiHlIIrQ 'pno.<.lI1'eMP.t~-o~a.t6(\lll!U!,j\Sl5u""'eJO\W-!6('lCQl.:\~-u~rw~ MEMORANDUM TO: Larry Poppler, Assistant City Engineer CC: Jane Kansier, Planning Coordinator FROM: Cynthia Kirchoff, Planner DATE: June 9, 2003 RE: Mickelson Grading Permit Application Upon review of the above referenced development application, I offer the following comments: 1. The applicant shall submit evidence of recording of the Monitoring and Maintenance Agreement. 2. The applicant shall submit a 2-year letter of credit (LOC) guaranteeing the landscaping. The LOC must equal 125 percent of the cost of the plants, mulching, and edgers, including installation. I ______~----I--.._._._----,._-_._-----,~_._,-,.,-_._.,-.,...-.--- DATE: June 6, 2003 TO: Jane Kansier, Planning FROM: Larry Poppler, Assistant City Engineer CC: Sue McDermott, City Engineer RE: Mickelson Grading Permit blease review the attached grading permit for the Mickelson property. I would like fomments by June 8, 2003. If you have any questions let me know. I , i r:ILETTERSILarry03\Memo Klarnm.doc ~--"-----"---,_._----,----" CITY OF PRIOR LAKE Permit No. APPLICATION FOR EXCA VA TING/FILLING PERMIT Date 5" / J I / 03 7-4230 ," -J/' I ~1' I I ~pl ant ,") t"1'^/ 11 / !C!\:-C-I <;[11 ~~J ~: /3lJJfJ tQLfopl1i-J~~'('t"' ~1S(11hr91<' I1Aj .,-l,-n? Pr\J ,. Owner: 5 (" (' tf II ,,/t/! c A -(:!sell ~dr s/It~ Jh7t9S- Wf'I<t'm (:" alh"" 'h''''I''L:zIr~ Phone ,751' fS'?c' 1''16/ Phone 1/ Addr ss: Con ultant Engineer/Surveyor j/q{l-y St(t'veY/~ {'A Phone 1/152. -<'/f'1--.2S7~ Add ss: Locat,onofProperty: / b "7 ()c;- Leg Description: Will e excavation or filling be in a: Watercourse Pu~se for the proposed excavating or filling: OU+ l,v de: 6>/111 -e .aI/of' Wetland Upland d~Dr :ff//J"d:r L., +-- Esti led start date: Wha is the type of material to be removed o~ Completion date: / /./ C)- YO)].M,- U.J4~ It 5/.H1,{) . - In w t manner will the material be remOVedand/o[deposited?, j,OO- ya~~ ~ "ctl1~ ),ttttl'f:')( t7 C S.s - s . M. -p \ If). Wha highway, street, or other public way will material for removal or depositation be hauled or carried? Wha . if any, street, avenue, lane. alley, highway, right of way, thoroughfare or public ground will be obstructed? jiJ~M e rr S ALL BE THE RESPONsmlLITY AND THE BURDEN OF THE APPUCANT TO DEMONSTRATE TO THE SATISFACTION OF THE CITY ENGI EER FOR THE CITY OF PRIOR LAKE THAT THE PROPOSED EXCAVATION AND/OR FlWNG COMPUES WITH THE OVERALL CITY OF P OR LAKE STORM WATER MANAGEMENT PLAN, SAID BURDEN SHALL INCLUDE THE FURNISHING OF A REPORT WITH SUPPORT- ING ALCULATIONS OF A REGISTERED PROFESSIONAL ENGINEER, Will roposed excavation or depositon affect the City of Prior Lake overall storm water management plan? Yes _ No K If I yes, thow proposed effect, SUBMISSION REQUIREMENTS: (A) C mpleted application fonn (B) Completed legal description (C) Map or plat of the proposed filling or excavating showina location and amount of mIIeriaI propo$e<i to be removed of deposited. with a description of the area (0) The depth or heilhts to which such removal or deposition is proposed throuJhout die area r the proposed anile of all slopes to be shown on. 2' contour map It a scale of I" "SO' or laraer: 1be proposed and oriairial contoun shall be shown in- cludin all property within 150' of proposed excavation or deposition and shall be signed by an engineer or surveyor reailtered in the State of Mi:tmeIOfa ,(8) Erosi control plan (F) Affect on ex.isting utilities (0) Protection of site by erection of suitable fence, guard or barricade (H) Application fee (I) Bond, leaer of credil; or deposit of monies in a sum sufficient to pay the cost of restarinllsite. The C:lllrl ordinary COIU of repairina, hiahways, streets or other public ways alonl designaled routes of travel and to PlY such expenses as the City may i neur by reason of doinl anythina required 10 be done (J) Public liability insurance. Amo~ntofbond , Pe1t fee Peit deposit I I Letter of credit, ordepoSitofmone1 t ~'inSuranceprOVided ~ dJlU Date 1J-//-tPJ Signature of applicant City Engineer Permit is valid if signed by City Engineer. Date I --,----~,-----_. Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Outdoor Storage, 16705 Welcome Avenue Case File No.: 02-80 Dear Mr. Mickelson: In my correspondence dated July 7,2003, you were notified that landscaping and earth material letters of credit for a grading permit must be submitted by July 16, 2003. The City has not yet received the required letters of credit. As you are aware, the issuance of a grading permit is the first step in curing existing Zoning Ordinance violations on the above referenced property. Therefore, the City has no choice but to commence enforcement actions immediately. If you have any questions conceming enforcement procedures, please contact Steve Horsman at (952) 447-9854. Your attention to this matter is appreciated. Sincerely, NPLcC~ff.-;?M d,.,th;~ R. l(;"h\'ff.~P ~; Planner c: Steve Horsman, Code Enforcement Frank Boyles, City Manager Don Rye, Community Development Director Suesan Pace, City Attorney Allison Gontarek, Huemoeller, Bates & Gontarek 1620 Eagle Creek Ave S,E., Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUi\L OPPORTL-!'I]TY EMPLOYER Cynthia. Kirchoff From: Sent: To: Cc: Subject: Cindy, As per Cal. IN require Do not Scott Y Design Landsca RLK Kuu Phone: Fax : syonke@ Scott Yonke [Syonke@rlk-kuusisto.com] Monday, August 04. 2003 3:51 PM ckirchoff@cityofpriorlake.com David Patten; Steve Harvey Scott Mickelson Site he phone conversation this afternoon (8-4-03) on the landscape plan. The 3.5" rway Maples) was a typo. The correct caliper size should be 2.5 " cal. as by city code. The Norway Maples will be changed to a 2.5 Cal. size. estiate to call if you have any questions, nke, ASLA ssociate, e Architecture isto Ltd 952) 933-0972 952) 933-1153 lk-kuusisto.com 1 Cynthia IKirchoff From: Sent: To: Cc: Subject: Scott Yonke [Syonke@rlk'kuusisto,com] Monday, August 04. 2003 3:51 PM ckirchoff@cityofpriorlake.com David Patten; Steve Harvey Scott Mickelson Site Cindy, e phone conversation this afternoon (8-4-03) on the landscape plan. The 3.5" way Maples) was a typo. The correct caliper size should be 2.5 " cal. as The Norway Maples will be changed to a 2.5 Cal. size. stiate to call if you have any questions, Scott Yo ke, ASLA Design A sociate, Landscap Architecture RLK Kuus'sto Ltd Phone: ( 52) 933-0972 Fax: (52) 933-1153 syonke@r k-kuusisto.com 1 -.,--^~._.,..,..__,,___._ "'"H_ ._.____ _____......__"__.___._.._.., ~MJckelson'Scott\2002'391'M\DrawingS\FinaI2\391'01TI-F1.dwg, Layoutl, 04/04/0310:54:26 AM, I taum .04. :rooJlo,~... Ck\ll"....._s..U\200'-..,.W\O<_..V"""\...,"O,,, "..., 0 ~ I" a I I ~pgg !111111'~~~~~~!i~~~~~j~ n~quu ~p~U~~~F~~1 r " m ~ < I ~ I. ~ ~ ~ ~ ~ d<.<<~~~ "gP!~. ~~U~I:H i H~ii!i~}~i~< G) ~ Iii · , ! ! ~ ~~... ! U e HI iqP!i m " ! d III! ~~ !!!: ~ i ~! ~; lJiu , z " ~ , !iI .. . i 0 5 ~;~ · ~ i " . ~ i ;; ~ ~ ~ " t " 11111111 I! II I ' ~ f I II I: I I~ i,,~ " III ~ 'o.O~0 lP-H* '1,\ ~ , " . I t I'...... ~ , I . I~' ' : , <J S := ~ ~ '" !l ~ . 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I~ ".. .~.$ ~~~t;; (~I) '<t 'l N o '#: I- U W ...., o c:: c.. ~ u g ~ ~ ~ 52 5 0: ~ ct HIDI M"'lloll'" .Of ~~ 3~ ~. ~ ~ '~ . . , ~ ~ o N 12 P ....u-OO'iCI ",t,t,...,'......'If\M LK.OO<\lI_-_'" .....'"............. 11.,"" """TI"I'TT ,..n/Ll"lfLr\ IT"nl"lln-l IFiou""T L",r''''^_T.,.,..\., '''''11 '\...Fio'IIU..',.,\'.LT.,.,.._.,I"II"I.,\....n.....--"I"\r'~""'~~~ I May 1, 2003 Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Agreement for Monitoring and Maintenance Plan for Storage Lot Dear Mr. Mickelson: This letter is to officially inform you that on April 21, 2003, the City Council approved the above referenced agreement. I have enclosed one original copy that must be recorded at Scott County, and a copy of the approved resolution, which is only for your records and does not need to be recorded. Please make certain to retain a copy of the original agreement for your records. Prior to commencing operations on the site. the following items must be submitted to the City: 1. Proof of recording of the agreement. 2. A letter of credit in the amount of 125% of the estimated construction costs for plants, mulching and edgers, Your approved storage lot also requires the issuance of a grading permit. An application is enclosed. Please contact Larry Poppler, Assistant City Engineer, at 447-9830 concerning this application. If you have questions regarding the agreement or the remainder of the process, please contact me at (952) 447-9813. Sincerely, Gz1'1'FLk.L~i.(~ Cynthia R. Kirchoff~ A;C'P Planner Enclosures cc: Larry Pop pier, Assistant City Engineer DRC Members Allison Gontarek 1:\02files\02siteplan\02.080 mickelson\agree letter.doc 16200 agle Creek Ave, S,E., Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER AN EQUAL OPPORTUNITY EMPLOYER F ~ I E C' e"\ n ~,.M - 'I. !~~~9 ~ : "'" ~ ~", iI ~ April 9, 2003 Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan Review for Outdoor Storage, 16705 Welcome Avenue Case File No.: 02-80 Dear Mr. Mickelson: The City of Prior Lake has completed its review of the above referenced site plan application received on April 4, 2003. This letter serves as the official notice of approval of the site plan. An approved set of plans are enclosed for your file. Approval of this site plan is subject to the following conditions: 1. All improvements shall be constructed as shown on the approved plans. 2. Storage of materials shall not take place within required front, side or rear yards. 3. A 2-year letter of credit (LOC) guaranteeing the landscaping must be submitted prior to the issuance of any permits. The LOC must be in an amount equal to 125% of the cost of the plants, mulching and edgers, including installation. This cost may be determined by a bid or estimate from a landscape company. 4. The City Council shall approve the Monitoring and Maintenance Agreement prior to the commencement of work on the site. 5. A grading permit or any other required permits must be obtained prior to any construction on the site. I am also enclosing two copies of the Monitoring and Maintenance Agreement. Please sign and return both copies to me no later than Monday, April 14, 2003. The City Council is scheduled to act on this item on April 21, 2003. After the Council approves the agreement, I will forward an executed copy to you for recording at Scott County. 16200 Eagle Creek Ave, S,E.. Prior Lake, Minnesota 55372.1714 I Ph, (952) 447A230 I Fax (952) 447A245 AN EQUAL OPPORTUNITY EMPLOYER MEMORANDUM TO: Jane Kansier, Planning Coordinator FROM Cynthia Kirchoff, Planner DATE: November 6, 2002 RE: Mickelson Site Plan for Outdoor Storage, 16705 Welcome Avenue Upon review of the above referenced development application, I offer the following conunents: 1. The proposed outdoor storage of materials is not enclosed by a fence at least 6 feet in height. Section 1102.1502 (4) a. 2. Storage of materials is proposed in the required front and rear yards. Section 1102.1502 (4) b., Section 1102.1600 (7) 3. Storage of materials shall be separated from parking and vehicular circulation by a concrete curb or line of planters. Section 1102.1502 (4) c. 4. Parking lot landscaping shall be separated from parking by concrete curbs. Section 1107.204 (10) f. 5. Off,street parking and drive aisles shall be a bituminous or concrete surface. Section 1107.204 (5). Section 117.205 (4). 6. One parking stall shall be provided for each 20,000 square feet of land devoted to outside storage. Section 1107.305. 7. A lighting plan was not submitted as part of the application. illumination levels shall not exceed 1.0 footcandle at the property line. Section 1107.1910 (1). Section 1107.1801 (4). 8. Landscaping selection and location does not provide adequate screening of the proposed outdoor storage. MAK. 32003 6: 10PM NO, 8099-P 1 FAX TRANSMISSION HUEMOELLER, BATES & GONT AREK PLC 16670 Franklin Trail Prior Lake, MN 55372 Phone: (952) 447-2131 Fax: (952) 447-5628 e-mail: priorlakelaw@intel!l"aonline.com to: Cynthia Kirchoff, AICP Date: March 3, 2003 axil-: 952-447-4245 Pages: lof 5" rom: Allison J. Gontarek, Esq. ubject: Mickelson site plan CONFIDENTIALITY NOTICE: The doc"",e",{$) accompanying this IOJ: <<JIltai" "'"fidential i"larmoJion which is legally privileged, The infO"",,/ion is imended only lor the use a/the int"uted recipiem. If yo. are not the inlended recipient, you are hereby norified that any disclosure, copying, dittributt'011 or H,e taking 01 any action in reliance on the corrre1l1s afthe telecopied info111lD./ion a.ape its dir~cr deliver>, to the inlerrdM recipient ,uzmed above is srrictly prohibited. J/you ha\l{! received /his fax in error, plcau notify UJ j"unediarely by telephone to arrange for rerurn of the original documenrs co us. ( OMMENTS: Please see attached. The deeds are for Mickelson's, Beren's (Ege's) and Schweich's. E~ements were granted to the lots within the development but there is no access easement g anted for Schweich' s property. The easements are private easements and unless there was a c ndemnation proceeding, no bufferyard is currently required from a private right of way. Mr. Mickelson owns the property on which the landscaping and infiltration basin is p !Oposed. There is no right of public access beyond his property and therefore he should be e titled to use it as he sees fit. Please let me know what you think - sorry this Was delayed. MAR. 32003 f, IOPM NO. 8099 n.... ... DO ddVoqueo......1IId 1IInItor_ Jlaleo..Itt::~ c-..w... ~ Doc. No. A 531262 OFFICE OF THE COUffTY RECoRDER SCOTT COUNTY. MINNESOTA ~ FIled anci'or RealIlled 011 12-24-2001 1Il 08:25 R~ 147013 Pallloeelot.n. County R8<Ilrde1 ~ Of by . Deputy Fee: $20.00 WARRANTY DEED '''''''..11'1 .jo", r..." STATE DEED TAX DUE HEREON, S 99.00 03.1<<:; FOR VALUABLE CONS10ERATlON, G & Ii Properties. a partnership under the laws ot Mi~sota, c;fMlor(~). hereby con"'ey(s) Elnd ...mAntCI) 10 Salll H. Miekdson and M,uy KIY Midc.eJroA, ujoim tena,nc$, Gr:Lnle:(s). re3l proptny in scorr County. MinntliOla, dt'scribt:d '" l'oIlOlollf: ThAt part of tbe w! Three Founh~ of the Soulhe.llJt Quaner or Section 1, TO'o\ln.,hip 114, Rmge 22. Sl;O[l County, Minnesola d~lbed u tollows: Commencing .lthe: lOw.Mut COmei' aC .";aid Sc:ctiG/\ 1; \htnu on -n uaumed bead"S of Nonb 01 d"8ree 21 minules WeaL lions. 1he l"Ut line of said Section I, a duWlce o( 12'1.72 l'CC:l; thence Soulh se de&~ JSl minutes 00 Setonds West a di3W1~'e of IB1SJ3 feet: ~en(:e South 86 dtBree& I J mlnules 30 ac:condl Wen) distan,e of &1.66 fl,."(:L 10 ttle enl tine of lllc WCIf 30.00 feel at' the Em 'J'lwe F(lllrW of !he Soulhcast Qllatla of said Sccfion 1: thence Nonh 86 dcgretJ 11 m.i.rnnes 30 sc:cond! E3U a diSUlJ1el! (If 514.66 tccl: Ibente Soutb l dislance of 704.31 fee'( \0 !he ctnltr line of CounlY 5.Tue A.id l-li.gbw.lY No. 12; IhcJ\ee Sbllth 63 delree131 minUle5 S6 8C'COllds Eas~ along said l:lCDtcr line "d~tance of 73.615 lW;Uhellte North B disLan.c:t of 412.00 feet lhence E:Ul a diSlUlcc of 944.00 [eet (o.a point hereicilfLet referred 10 as poi9t "A"; thenct North a disUnce ot 224.00 reel; thenee We" :l dill~ of 2.43.S6 ft:ct; thence North 1 d~~ancc of 101.00 Cee1JOlena nonb\l1ucrly .,.Ion~!. tlUlEentilll curve ~OIlC3.\lt lO the \Vest. havins I tlIdius Dr 4,S.14 fect. I c(nUlI angle of IS degrees 00 mitll.l(Cli 00 seconds. .uI arc length of 119.31 feer.; lhenc.e Llong 3. reverse tll.f\le tone-ave 10 the l!&:l, having I mdiuJ of 42.4.68 fed;. cenlral anale ot IS dC'l!r= 00 min\JI~ 00 second" an arc I~ncch ot 111.18 f(et; 111enc:e Nonh tan8~11\ l(l slIid !;s,1 uescriboo. curve II distull:e 01" 104.56 reel 10 the 11(;(1.1.11 paUll of bea!tl.nin~ of Lhe teae! or I~d 10 ~ d~rib.eO: thc1\ct lIonlinuinl! NOM /I di51~tC of 199.57 /'l!t'1 Illfm: I)r leu Lo (lS jlllersf(t1Cln With tht lollowint de!ll;tibod lin:: CummCl1c1ni 41 LhC' ~oulhwC:.~Il:()rner or Blo~k J J.rl.ll 01 Whitt-\l'ood ISl Addition. $cou (OUtllY, MjMeSOla: Ihence: SClulhc:rly alCln;;: (hi:' southerly ~xlention of the "''-'i.lliM o(s,ud Block IJ.3 dimnc~ of 200,00 feellCl {/'Ie 3;.'1u31 paint orbee:iMint oflhe linl: 10 be dewlbl:'d; thence Small sa oegms: 59 minUIC"~ $0 ~econd~ Wi:'t( p:lfaJlcl with the v,.c~lerly extension of the ro\ltherly i!ne o( s.!li~ Block I, Ul its inlersC'Cl\On wilh the :I(orelnenlioncd lin,,: tlltllCt' North 88 de~ S9 miI1UUt.e jiO secon.b Easl along uld line a. dlstanct of 273.89 tl!ll!:t mare or kgs 10 il( inlerseetion .....hl\. a lined (jr;lWn NOflh (rom lhe 3fomncmloned POiJIl . A.; Ihence Sculb alL:ln~ u.id line a dls(,'l/lct or 204.27 fUI to the inLe~ccLion wILli :.. line! dra\ll'D. CUi from ehe poinl 01' beg1nninll: ~bc.nce Wen a dirtMee of 273.S.5 tccL LO the pninl or be&innin.!:. ;,5" ,90 I ~ '-r TOI':lh.:r with.ll nOl\eXclllSillt l:lIstmfnt lor roadway O...tr 1m .IICTOU thar pari of lhe w! Three. Fourths: of ~e SOllthuf1. Qu.rLtr or Section 1, Towtl.\hip 114, R3.n:e 22. $cOLL County. Minnesol~ d-="uibed u follows: A 'trip or land 60.00 (eel in. widttllh.: ceJlIetline of whieh ;1 deiCribed. All (ollows:: CommencIng at Ute SOUl~1 comer of u.i<l Seelion 1: the~ on an uwmtd beerin; of Noeth I ttC:Jre'C Zl minuttc 00 5ocondi Weft along the eutline of said Seclion 1,,, dimnce or 1251.72 fea; Ihen,e South 88 degrees 39 minute! 00 itCOl\d" We$lll di(Wtee of 161S.73 feet; thence SO\J!h 86dtg~ 11 minutes 30sccond.& W.:S\ I d.iJtancl:' or 84.(.l6 (eel 10 thI: CI.liL line ol"lhe ....esl 30..00 feel oh::tic:l Eut Three Fourths of wd SOIJ.rhell11 QuU1tr; thence NO(1h 86 ~clrca 11 min.ute! 30 stCOndl Enl .II dis\lme (J~14.66 ft'd; thc:nec Sol,nh a diltanoe of 11)4..)1 fefl to llle centerline (lrCount~ SI.Ile Aid Klgbway No 12; Ihence SClulb 63 d.cgrtU 37 minutes ~6 5CC'onds Bu~ a1on! said centC'rJinc I dLuanGC' of 13.66 feel; thenct NOdb I diS'l1.nce ot 412,00 teet; thcl1~ &sf ;). di~IlU1GC of 700.15 fet!),o a poit\\ hereinafter referred lD Iii poilll - ^.. (be pojnl of bq:innina ot It\e line 10 be described; lllence Nontl t dilWJOt of 32.5.00 h!CI; lhawe 3.I0nl a lMgC'nlill CUf\lccoJ\CllIve lO Ulc 'IIC'U hiving a J.:I,dlu~ of 455. 74 feel :l central ..,&1.: or 1 S dC'l:feCS 00 minl:ll~ 00 .second1 an arc len&lh of 119.31 (~el; mence along :t (C'verSf CUl'\'t' oonc.Wr: to the: C')51 ha.viJ\~ II radiUII of '2d,68 l'eel ... central anile or IS degrcc~ 00 ml'lUle" Of) ~onds ~n An: lefl,&lh of Ill.13 teeL: lhenc/:! North t.utter.' 10 uid l~ <It~~ribed cur...c I dl"1anct of' 3Cl-l.03 t'i:'Cl Illd ;i\t'ft l~j'min~ln$ Togelher wich a mip or 1at'1d 60,00 reeL In width lhl: l;tnlertine o{ ..,bl,;h i.t de~ribcd aI lollo""~: BeglMinll II me .loo...e rermnccd paine. "A "; 1hence !;Qllll'lCrly along 4 !8Il.tenLi!J. cul'Ve ctInca\lC' to the 'lIC'$l havlnc I radius of 569.68 feel '1 tenlnl angle of IS c1eglet!s 00 m;nurc~ 00 ~t1ds iI cb.oro bea:ina o( Sooth 7 degree130 m.lnule~ 00 seconds WeSt an ~ length of 149.14 reel; thence along 1 revene tut\le concave to Lhe elll hiving a radius tJf 491.09 feel ~ cc::nlral angl! of 15 dc:grteS 00 lDmutes 00 !tcends an arc lenglh of 128.57 feci; lhl!nc~ SO\llb langcnt fa ~aid lABI dC:i"C!lbed tt.lrve 21 distance of 4(16,51 reel mon: or Jus 10 the cenlerline!: of CounlY Sc.llI:e Aid R.~ N(J. 12, and du!1'e (!!Jminlllins. _ WELL CER11nCATE RECEIVED -.::I- ~LL C8lTIRCATE NOT REQUIRED -Thl! S~Jli'r emifitJ rlu3, 11a~ Sell" dfJtl Jl()r ww of all)' tl'tllJ M tlt~ d~,(;ribtd f'N1 pftJptfTy. ~ -,_. ',----..., .". P 2 MH 32003 6:WM ~1IUnU-.C'-.......au..II"'~ r -lotJ54 " _ County A"'''~ It'd T't1~ '''' ,.. Z1S Holms S\'"I, P.O. &l>'C :JJa "'akof*!. "",. 55371 .......,..Ml1 CUlTVlf,.\1t I!ECEIYBl ~WlU !:!llT1FlCATE MlT PmJIMD (,,_for_...w.) fOR VALUA8U!CONSIDeRATION, JAMES W. G,BBISH .no DONNA GrBBISH. husband and wif@. ..Nt:- Porm No. '...........A.IM'T 0110 fl'lIj.,;dw.'("'.'....,..M11.al Na dellnq,uenllUC' and traIUIft.r eruercd., CertiJielllC o(Rcal Enat.c: Value ( L.-1fik:d ( ) nol required Ce"~~); ~j Vol.. No" .9!t5... . .,ftmrlM ~~ L COlllllY AuclllOt by ~ STATE DEED TAX DUE HEREON: S Depuly /3/.-5D Dale.: ffJw> CJ1 .30 ,19~ hueby coov,y ($) and WIIml' (,) III DUWA~NE EeE .O..,,,ee(s). County, Minnesota. delcrtbell1 as fOUO....s; \'\ ~ g '- ~ ~ ""ti Scott (S@e attached legal description) real propeny In NO.8099-'p r" ""IIM.Calll.eo, ~II '/.?Y$1 \o,,~ 35059:1 Ooc, DItta OJ ~ etJllll'lY IK.OICI!l scan CON,", .,ftIIOI:l',\ ~3"'~ .u....e I. COIJolI,~ ...eo~1Ol: '" ._____~.~L,. (marillllfaLlt) , GranlDr (s), EXCEPT any liens or encumbrances which msy b@ against this property because of tne interest of the grantee from and after September 9. 1993. The ullv. wt.ti6i... that tilt .e.Uv. dJJ.. .at ..a., 06 4KY wt.U.6 'K tilt d..Mibvl Wtl ""opu.l:y. (It mot'. ~ i~ ntodld. OOI'lUnUI on octI:) lOl:eWr with all heredicameaLS and appurtenanee~ belongina thereto. S'llbJea to the following exceptions; SUBJECT TO easements, reee~vation8 and res~rict1one of record. if any. N. J.fJ.rt I",.$'a IloodTIl~""'O/' ., pltdlJlil.lL..do,,,~,-.m:: .J \.,,,,,,,,, ...... 1c..,1IIsorer c...;.......1WIl /j..t, II. Tbc foregoing In.WU~nl was acknowledged befo~ me this EI) ~ James w. Gibbi~h and Ponna Gibbish, hu!band ."rfit fk'('{\ T.I' SllllTlr Hcrc- STATE OF MINNESOTA I" COUNTY OF HENNEnN onnll 1$ dq of M OJ c..h and wife, ,19~, . Onnlor ('). 4f:!.~/!1/d!.f!:~' Tu s.._CIIt1 'Of lJIlI.w.....,.y dc.IcrilJcd ill ~ llII'\I'IIII\Qi .hull! .. IIaIt 10 Qncjq.. 1I_.,.,a u1d.eu of 0""1.):: r-- ....-.. --.-...---...---... '-'-'---' ,'Ul^lo/lJ.t SIA\lI'(J~!>I'" w,.d,.rnlt l'IIHOl.til"~Kll '~.a'i--I i .. ...____... ........__._.._... .___.____1 ; '.'I!i;~i~"ii x,.\II~rn-';:\:\'I;i;':i0~.i)'li"vr:';~'~o"';:oi)iU.si\l , , Loren Grossr tsq. 8609 Lyndale Avenue South Bloomington, MN 55420 , I l__,_.._.."__,______~ ouwayne Eqe /803 JQ~ 0w..J:l; 6W::1. lJt1o..tUJ(U1 f rrm -5jj 7 'i MAR. 32003 610PM NC. 8099--P C -- TIlAf. part ot tho nit Th.......rOllnll. ot tlul IIouth...t ~&.t... of ,.cHon 1, Townlhlp 114, R&ft9G 22. 8eo~t ~~~, H1nae.ata d.se~ibe4 .. tollow.. Cll:::IIIIMIneilUj at. ~lIiII IOI.l't.he.lt COzmlE of ..i.eI .oc:d.on 1, ~b.UlCWl en all a,g.~d Mulnq of IJor1:;h 01 ctCl9Z... 2.1 alnu:t... 00 .~. ...'to ..long ~. ea.G~ linCt ot .U4 '.ction 1', . di..,...... of 1251_ 12 t_: 1:Iulnca SOQtl>. aa dogr'88 3' IlI1n"~o, 00 ..ccnct. v..t; .. di.1:.AD.e1A of 1875.73 f_t.: thQIlQtI $O\1U 8& c!eQree. 11 m1:nutOA 30 1I000n4. ....t ~ dbt&noo or 84.'6 feet to tho .....t Un. at t"'" "..1: 30.00 teet or ..id. J:..t:. 't'tu:.e-S'ouri:.h. of aa.J.d. I!ou~.e. ClJan&rl thence lC~th 86 deqrol!t8 11 .inutOI 20 SQcond. .&.~ . 41.ta~. of 514.&6 feetr ~htneB lOUth & dLat~DC. af '04.J1 ~'o' to tho oo.~~liftA or coullty StAbo Aid K10hway ~. 12/ thonco SOuth 6. d..~... J7 ~~.. 5& ..eond~ .&.. &10"9 8..L4 centerline _ di.t.n~e of 73.66 feat, ehenoe Mortb a 41.tanae of '12~OO f..e: ~.n~. ...~ a d1.~.pce ot 944.00 l..t to .. paint h.~.lll&ftft "'.hZTO<l 1:. ... point 'A"' ~h""c:e \l"onll .. dbtOJ>C:. of 224.00 f..t, ~h.AC. W..t . di_ta.ee of 2.J.16 fe.t, t~enQe Morth ~ d18tan~8 ot 101. DO f.ae; ~h.hc.. nbJ!lthwut.Z'll' alOD; a tugGntial cur:ve l:'oncave t:o the we:1I't h&v1nv _ =.d!~. of 4~Sa74 f..~ << c~t~&l Angle of 12 de;r..g 41 minuts. 17 ..c:oo.<I. an aJ:O 1..f1:.b oE 10.1.85 E~ ~ ~ho patn.t. of boglnning of 'th.e llU1d to bG c:l..aa:-1.b.d1 tin.nG. oont:.!.Iwi.ftg ftOKa.....-t:*1i'1:r .10.ag .aid. l..t:. d..er1'bei1 OU."'" having' . 1;..41\1,a oE 4.IS,". e..t. .. ~n.t:J:".l ugle AI 2. 4egrcuul' U lIi.nut.. 43 !I'~cond.8 an 117;C !onqth. Qt 1"..4' t..'=.;- ~C. along ... ~ae eu.:rvca tonC.V8 to t.he .ut nav1nQ' & noUu. of 424.6a t.ei: a .....t.n1 "'91.. 0: 15 degr... 0 lllitNt.. 00 .oc:onds en .'0 l~~h .t 111.11 t..t, ~". lIortll 1:_8Ot to ..lei l..t do.c:dllod curve: · dl"tano. of 164.'6 f..t, ~.nc. E.-t .. 4iWteoc. ot 273.85 r..t to the 1n~.r..c:t.lon wLt:h a lLn.o dZ-&"'D. .arth fZ'CIII el\e atorementioned point -A", t:hance &outh . diataao. of 231.43 loo~ ~o e~ latereaction with . line drawn zast !ro~ ~~. pOint ot ...vi........... ~hane.. "...t: a dJ.ot:onc:e ot 2~S.19 f.et to ~"" pOint of ".ginn1l>9. t'ogRt\lr v1.th .. . nClnur;l.~'1.va 6&eell8g1; fo~ z:~&y O'Y.Z' and. &C~o.fIt t:h..t part of -ch. Baat l:hree-Fourtha of the 9ou~aot Quartet or seotion 1, Townahlp 114. Ral1ge 22, Soott Countf, KlOA..ot.. d..cribAd .. follaw.. A .~.1;> 0' loll" 60.00 fe." in ...J.d.th l:ho e~to.llno of Which 10 described u :!o11~, Oomeru:int; at ~h. .outh"lt corner of laid Sectioft 11 ~ClI1C. on an ".oW'loa ~..~inq oi >>o~ 01 d.o~'" 21 a1nu~.. 00 .oeandl UQEt alonq the ea~e line ot __i4 S.ctl0B 1~ . di~&Ac. at 12'1~12 f..t, thenCD $a~th B& dggrOAB 3' mlnQtea 00 ..oond. W..t . dl~. of 11~5,'3 f..t, tD'~O. south 16 4D.~ee. 11 ~lnute. 30 ..cond.. "..t. .. ,U.et.nee of 8"." ~oet 1:0 tbe e."t 110. of thQ .,..t: 30.00 teet. of 8&ic:l S.o.t ThJ:,,-',",U:'i:ha 01 ..1.. Southealt Quart..rl thClla.ae 1I0J:'th 86 d..9J:tle. 11 Dinute. 30 ....ond. Zo.t a 410t..o. ot 514.66 teot: then.. oouth . 41stanee of '04.31 f.ot to tlw centerline of c:o..nty 'taU Aill. Blllllw"y 11"0_ 12; th"lIc" Doutll 63 degJ:'M1. 3' 1I!l1nut.. 56 s.COllcb lost. alGDC) ...i4 oen.t:ulin. a d.1vtUlce ot '73.66 f..~, thocco W~ a di.tanoe of 412_00 t.et, bh4lle. ...t a dlRtaneo of '00,15 foo" to a pOl.A~ lIeroin.rter ",,"fON:'l:e4 to .. Po1ftt "1\", the poJ."" at beginning of tho U". 1:0 be de"cril>oll, thonce aortll .. 4L.unco .t 32'.00 toot I the"., along s t.e.ng.ntiL&l Cl.J.rV8 e:gnca...... 1:.0 the .....t hlvlp.g & ra4i\l. of "55.74 :toat a con.t:&..l aa.v1. of 1& cl~... 00 ainuto. 00 ..COM. ..nd 1%'1: 1."gt.h or 119..11 feot.; t:hence along & reveraCl C'O'l"VII C1Ol:l.c&va to t1\e ...t Mvln.g . J:'&4iv. ot 424.68 teQ1: . central .t 15 <logn.. 00 1I\1nut.. DO .ec:o.4. an ore: longtll of 111.13 f..t: ~h.neo """~t\ tallo.nt to ...lot l..l; 4"s~itl"d ""rYe a aLrtano. of 304.03 r...t: an~ 'ohere tot1OJ.ll&t:1Dll'. 'fogot:hor ..ith .. Rt:lp of ~oad 110.00 f..t: J.n w1dth the "'"t:o~l1a.. of "hloh 10 dalorib04 al fol1Qw.3 1o'110nlog ." I:I\e all"". r.~.nneed poUt "1\', t:J\llnce .outharly 010l\9 .. t&II9""tl.al """". COl'lC"'" to t1>6 ....t l\."inI;r . ...4110' 0: 569.a rOJlt. a control &n91. .t 15 .s.;.... 00 l\I.1I>1t.o 00 ..00..4. e oMrd boariAII of :Mouth 7 4ogr.... 30 llIlnutu 00 DlcoDd. ...t aD .re lendth of 149.14 fGet, tIl8n08 alon'1 a revel:se c:urve COh.'VO too tlwl .&at lu.v1J>9 . rodiu. of 491 .09 r..t. .. llllllUU all'118 ot 15 dOllr.os 00 ..1""t.. 00 OAeDnd. aM or" l""':lth Of US. 57 faGt:: tllellOG lIaUth t...gent to ,,,iel I.e.t dQocr1be<t CUl:9. 0 dLoh..". or 466.5J. f_ ....ra .r 1'" eo thQ ...ntorUlIO of eCNlltr !!tate A14 !loa4 110. 12, ud ttt..,. t.Z'lIJJIatlJ\9. .... ,I4INmSOTI\ ,', ) '" ~", _ . c'" .,t....' '" ',' ~. c.v~" IC,~~ '~~~;'.~~~:i~~~J-;."'~~~'7~ ",.~.:::.~}(.:;~~~~ .~J~~1i.~~:~~~4~~):':"I,.~..;~~,t~~:,/~:" 0. .~r "];;1"1"~""""".' Kotuy! PUhlio~':Col"",tH''''bN.nt:f, of .SCOtt;, -" 1::.r:~"'l..~l~h~'!JllU"Jd..li'~olli!:I"Jl1.~.Otftfg:, ~jhJ' Corp. ~II~ 10 UII wl.tIl..lftMftl'llllllll and ert..m.,.. It _ ~ ~...... 1M..... ":p:~' ." . ~ ..cbGltad ~I.).'" - tIt..~.",.....~... .................1).. ~,J.\I'):~ \ "I""'r"., "",. ..."....- ef~...~)<<..s.~~~:..i; .~~:~. 1;\i:):1:f:i.1~~.~':':.' t 'WnNUI ...-- ".".,.'.... ' . ':f!If ' .;;:r. ~,~ 'iii!P ." ~,'l' "> '.. '.'. ~ . ....:',...;:. :-_~'I.... . -..' "', <. . ~ _ ~'i'~.,:.<:..' ;", L';....~. " . . .:." ~ .,~~7.:., '1~" ",,-,,""1.' "/:.1' '. ..tI'" ,"''',,&,';; .,@>,~Jj!AJiIlOl, . "m. ", '. '-~(.';~{."\>...''''4~~'!8' . ".,j;~~~rl:"':'~' '''r!1'i!:S~'' ",., '" ';'" ", :.. iJ~,~~~~if,;.~-~"~ chViI"tcb :~~~!fl!ait.h ;,iJa;;~ '-" '~'~~1;- P"'P,;1BoX:~2U:l'ii~'ii'~~'>:r. ,~&....rt~ . ""'OII.,.i:'.....il.: ''r.ak.vl11.':(IftI'SSDI'''''~.l4 , ,....:'1, ~..... .J', .~ ':- y '_ Ii ,~"':\;, "...~~",.,' . _" _ ' ~ \~Y ":to.- Jr.,\....:.... I' ................~;.ii~_.....~'--IIIII......__..............~ }~~. 'j" ' .___w........a..........i"iiii..a.iio................_.....__._ ....~. !..... ....._..~........-.............................. .... :'t .......,.. ,--""" "."....111I1 -- MAR. 32003 OIIPM ~ c , ~, '<:>'<:> ~~ '*-~ ~ Z. NO. 8099-P 5 1hllN ar. I'lQ d.llnq\l....& Lu.. a.nd; n.".r.r ."'U'I'd. ~b.l.__/ ~ct 4 .182...-. lI1"JZZ ~ UIr: Q:IIIllZC1Ea =n~l_rL-t.........._ NOV U AU q 1, ~ ~~ ,,,.;.; c....'.l:f1;; 1.0" ., ~ OaflU1.: ~ ronR.In: IlEtDJIi'I -r "tU CiIl1ftlJt lOT _ .. -.. to In'__ ~'_:.10 , "'D.e,., "'I~ l..W'.'\..J"'''~ r... AIf'I QUITCLAIM DEED nlls QUrTCLt\1M DEE.D. l!acna.:d 'lhl. Jrd'" of IIOvelllber n...,,...,,..lll LAWRE:NC! SawEIOl R!:lI"IZ BUIt.J:)eps, INC. ..IaIJIOIComcuW,.c:s.I. P. O. Box. 1.21.... Latav111a. MN' .550414 luccClfldp.ln)': Lavr.nce Sebveieh and. BOI,1ta :Ie 9chweic.h, hu.J:land and vih ~panOlTic:uddn:llil P. 0.. Box l~U. L&),eV'!llfl, JOt S5044 .If,. wrrNUSKTll, "... 0. uld n",~. ftlr .-s CIWl.I~CI\ Ihd r. .. .... of --One DoIl&n(t 1.(10 )pald"'lM...WIifE"'Dl'llP'"7.ft.-ci.........."h hm:b, k'~._II!d.cct, <<1_ "-'h, Nl'Ilie. n:lew: u4 qlliw;I-.l.. UMO It.:: Mid IIICOI'lllI pen, r~. &II \he r1lhl, uUe. HlleRI\ l~ cJ~.... ",I\jth ~ lai, Rnl ,." hIlf. i" Md to !hi rOUuwlnl dc:acri"-ll*al 01' aw.. Iful hllpl'O\ot:'l"aIU and tpPUI1cn_ I.htMo III 0. COl.I"" ~(Scott . $lIte DC' K1Meact. ",wit: That pmrt ot thG wo.~ ~ of the So~thwe.t ~ of Se~i9~ ~. ~b!2 1 R.angQ 21. Soatt. County, Minnesota and th.t~of t:l1e Ea._t ii. ot !:.hill Southeaat ~ of Section 1. Township 114. R4n~e-~~. ~cat~ ~oun~, ~nneeotA ..erlbed .. followe: B~g1nAin9 at tho Souenvel~ eOrner of Block 1, t the plat of khlte~oo4 Fir.t Add1tion, Sco~t county. Minna_at_I thence outh .00 degreo. 54 .in~te. Sg a8eond. E..t along the Southerly ~tenDlon f the WOlt line of ..14 Bloek 1, a diatanc8 ol 20C.OO t..tl thence SQ~th 8 deqree. 59 minuteD so seconds We.t parallel with the We.eerly xt~ns1on of the Southerly 1i08 of &a1d Block 1, . d18tanoo of 800.00 eet, ehence No~th OD 4eqree. 5. n1nute. 59 .eeond. We.t parallel with the Weet line 0' .aid Bloc~ 1, a dl~tance of '99.46 feat to the NOrth line of said ~a8~ 3/4 of the Southe.lt ~ of .a1d Section 1~1 thence Easterly along .aid North line to the NQrthea.t co~or of .aid So~thea.t ;J thence 2aDterly along ~h. North line of the Southv..e ~ of 8&1d S.c~ion 6, to ite 1ntQr8~ction with the NOrtherly .xt.n.io~ of the Wast 11ne of .aid Block 1" thence Southerly alon9 .414 We.t line to the point of beg1nn1ng. CONSEJ\VATION fEE PAlO . , : COUIlJTY(~.-"-\M~~~~ IN W1TMES3 ""KIREOf'1 n.. ..I~ nrM Parl1 h.u u,J IRQ ~.~. 11... ~ ...'...0.._""'.... ~ oeeo ..... '" 0 L 65'" ...., STAMP Glln'.."",....; - :~ S'.~.lCIIlah.Jdllbm:dIrr.~ot. _9- TAX - PoLlt.i, S LAwUNCE 101 BUILDEP.S, INC. .-. -. " ~~ eJn~'T C"n .1.':1 n.":tJ WAR, 21, 2003 2:48PM NO. 8298-P FAX TRANSMISSION HUEMOELLER, BATES & GONTAREK PLC 16670 FranKlin Trail Prior Lake, MN 55372 Phone: (952) 447-2131 Fax: (952) 447-5628 e-mail: oriorlakelaw@intel!raonline.com To; Cynthia Kirchoff, AlCP 952-447-4245 Date: March 21,2003 10f2 Fax#: Pages; From: Allison J, Gontarek, Esq. Subject: Mickelson site plan CONFIDENTiALITY NOTICE: The do<umenr(s) accompanying this fax contain <onfilknr;at i,z[omu)/;on which is legally privileged. The information IS imended only for the uu of the in/elided recipiem. lfyou tue nor the intended recipient. you art hereby nolified that any disclosure. copying, distribution or the raking of QIIY action ill reliance on Ihe COnrMfJ of ehe telecopied informt1tion exci!pr its direcI delivery to the inrended recipienr named above is strictly prohibited. /fyou have received rhis fill in error, please notify us immediately by relephone 10 arrange far return of the original documents 10 us. COMMENTS; Please see attached. CITY 0 PRIOR LAKE 16200 EAGLE CREEK AVENUE SE, PRIOR LAKE, MN 55372 Date: March 21, 2003 Number of pages including cover 4 sheet: Phone: Fax h ne: 447,5628 From: Cynthia Kirchoff, AICP Planner City of Prior Lake 16200 Eall:le Creek Avenue SE Prior Lake, MN 55372 Phone: (952) 447,9813 Fax ohone: (952) 447,4245 To: Allison Gontarek From: cc: RE ARKS: o Urgent ~ For your review 0 Reply ASAP o Please conunent Alliso As requested, attached is a portion of the Sl/2 of Section 1 from Scott County showing Welco e Avenue as separate from the lots abutting it. Also, I have enclosed data from the co nty defining Welcome Avenue as "300" in the PID column, which is a code for public y owned property. Furth r, the City Engineer was in contact with the County Surveyor about Welcome Avenu . He informed us that Welcome Avenue was once a township road. Based upon this information, the City believes Welcome Avenue is a public right,of,way. 114 N R22W Parcel Half-Section Scott County, Minnesota "'dJY . , . 4 ."'COT, 10210 259010230 "",- ,.,,- ~9010150 ,.".., ~ltl1ll15 """... 259010160 259010250 COND. NO, 1001 . ~ WATERFRONT ~ ~ PAS AGE 2ND ADO'N , 40. 40. 800 F..t . 259010084 ~010280 259010083 COUNTY SURVEYOR scon COUNTY, MINNESOTA Janl.lary11.2001 S 01-114-22 I N A Location Map for Welcome Avenue ~ 13 ~ ~ ~ I T I I I( I I rr I~ \ w ~ ~ ! I ~I -j I ~__J -j-1 I ' I ~~~ o.~ "'", ~Q", ~~". "- April 17, 2003 Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Agenda and Agenda Report Attached is a City Council Agenda and Staff Report for the April 21, 2003, City Council meeting. The meeting will begin at 7:00 p.m. and is held at the Fire Station located at 16776 Fish Point Road (east of HWY 13 on the south side of CR 21). If you cannot attend the meeting or have any questions, please contact me at 447-9810. Sincerely, Connie CarlSon Connie Carlson Planning Secretary Enclosure I:\deptwork\blankfrm\meetlrcc.doc 16200 agle Creek Ave, S.E.. Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ! I ! )> 1 I Al I ! ' ~ ~~I~ Wi cac.nc.o....lo. w W....lo. CJ1 ...... ~ 0 00 COO............ :...<.n~<o 0<0 O'l moo......w '" <0 W O'l .... C1I C1I .... -0 I i m ;0 , ~ m -l ~ m .... <0 .... ~ ;0 ~ ... '" <0 <0 .... ~ .... <0 ;-, <0 ~I '" ~ '" ~ C1I ~ I~- ~ ~ W C1I ~ w I \ -0 Ei .II '- '1IW WW 00 00 00 00 ! -0 I [2 0 0 0 01 I~ II l~ r- I -0 C/l -l Cl Z I :;:: -l ~ C/l () r- Cl en -l ~ C/l I :I: I Ei I C/l :I: Z )> :;:: m I I -----,-_._~------"--,._-'_._."--.-._~._.._---- --------,.------..-- WAR, ii, 2003 2:48PM IW. 8298-P 2 HUEMOELLER, BATES & GONTAREK PLC ATTORNEYS AT LAW 16670 FRANKLIN TRAIL P.O. BOX 67 PRIOR LAKE, MlNNESOT A 55372 (952) 447-2131 Fax: (952) 447-5628 E-mail: priorlakelawl@inte2raonline.com JAMES D, BArES ALLISON 1. GONTAREK BRYCE D. HUEMOELLER March 21, 2003 Ms. Cynthia R, Kirchoff, AICP Planner, City of Prior Lake 16200 Eagle Creek Avenue SE riOI' Lake MN 55372-1714 (By Facsimile Only 952-447-4245) Re: Mickelson site plan, 16705 Welcome Avenue ear Ms. Kirchoff: This letter is to confirm my request for all information upon which the City is aking a claim that Welcome Avenue is a public right-of-way. This information should e provided no later than the end of today, at our fax number 952-447-5628. rt;:1~ Allison 1. Gontarek c ; Scott Mickelson -------,.._.~._._..._--~_._._- '-------._~-_..,---,.._.,.~_.-.--~..~ ;,.r CITY 0 PRIOR LAKE 16200 EAGLE CREEK AVENUE SE, PRIOR LAKE, MN 55372 Date: December 11, 2002 Number of pages including cover 12 sheet: To: Alison Gontarek From: C nthia Kirchoff, AICP Planner Cit of Prior Lake 16200 Ea Ie Creek Avenue SE Prior Lake, MN 55372 Phone: Phone: 447.9813 Fax ho e: 447,5628 447,4245 cc: D Urgent [gJ For your review D Reply ASAP D Please conunent Attache is a memo from Larry Poppler regarding Scott Michelson's site plan for outdoor storage. I neglect d to mention that we need an impervious surface calculations worksheet completed. This is also attache . Again, panning/zoning issues are: 1. andscaping proposed in the right, of. way easement. 2, reas not covered with bituminous surface shall be landscaped with grass or landscape material. (1107,904. Section General Provisions and Landscape Requirements) 3. small portion of additional fencing should be placed adjacent to the proposed parking stalls. Thank y u for your attention to this matter. Please feel free to contact me with questions. --"-~-'--"-"-"-'--~""-~--""'-'-'-~"-~----'---,,-----~_....._--_.._--------~- DATE: December 10,2002 TO: Jane Kansier, Planning Coordinator FROM: Larry Poppler, Assistant City Engineer RE: Mickelson Property The Engineering Department has reviewed the subject preliminary plans and has the following comments: 1. Show adjacent plats, property lines, section lines, and appurtenances. Property lines are still unlabeled, The lines which appear to be right of way appear to be incorrect. Show and label all property lines and pins. It appears that the infiltration basin is within the Welcome Avenue right of way. Move the infiltration basin to within the property lines. It appears that work is being performed on W elcome Avenue. 2. Handle WSB comments. (attached is a sample maintenance agreement) 3. Provide detail for rip rap areas (MnDOT Standard Plate 3l33C). 4. Welcome Avenue ditch grading and roadway work will need a right of way permit. :IWINDOWSITemporary Internet FileslOLK6lF11121002 Mickelson REVIEW3,DOC ... WSB & Associates, Inc. Memorandum To: Larry Poppler, P.E., Assistant City Engineer City of Prior Lake From: John Mackiewicz, Water Resource Specialist WSB & Associates, Inc. Date: October 18, 2002 Re: Review of Mickelson Property Site Plans WSB Project No. 1430-20 As requested, we have completed our water resource review of the Mickelson Property site plans dated October 18,2002. Based on our review, we offer the following comments: General Comments This site is located in close proximity to Markley Lake, a land locked basin (see attached figure). Because of past litigation involving Markley Lake, the design criteria for this plan is different than in other areas within Prior Lake. Design criteria in addition to those found in the Prior Lake Public Works Design Manual are outlined below. 1. Provide a maintenance / monitoring agreement with the city to ensure the system will continue to function in perpetuity, This agreement shall indicate: a. The developer must implement a monitoring program to demonstrate that the infiltration basin continues to provide adequate infiltration capacity in the future. If the average infiltration rate of the basins falls below the rate required to meet the infiltration requirement, the owner needs to increase the infiltration capacity of the site either by increasing the area of the infiltration basins or by removal of silt to increase the infiltration rate. b. The monitoring program will require that a water level recorder be installed and the results of the monitoring program be submitted to the city on an annual basis by November 151 in order to establish whether the basin continues to provide the required infiltration rate. Larry Poppler, P.E. November 13, 2002 c. The developer shall provide a maintenance agreement with the city that is recorded with the parcel that outlines the monitoring and maintenance responsibilities that will be tied to the operation ofthe storm water management system. 2. If an outlet to Markley Lake is provided in the future, design criteria may change. Storm water Manaeement Comments 1. According to the Scott County Soil Survey, there are B soils present on the site, Please adjust the runoff curve numbers accordingly. 2. For Hydrologic Soils group B an infiltration rate of.15 in/hour should be used. Site specific percolation and soil boring data may be used to establish an infiltration rate if completed by a licensed soil scientist or engineer. The measured rate should be supported by published soil infiltration rates. 3. The infiltration area should be disced to decrease soil compaction. 4. In order for the off-site drainage to follow the flow paths shown on the plan and enter the rip-rap lined swale, some off-site grading will need to occur. These proposed grades should be shown on the plan. 5. Additional cover should be added over the 32 ft long 15 inch diameter pipe lying under the driveway entrance. MnDOT specifies that there should be 1.75 ft of cover over pipes when flexible roadway material is used. This concludes our review ofthe Mickelson Property Site Plan. If you have any questions or need additional information, please feel free to call me at (763)287-7194. c. Dave Hutton, P.E., WSB L:\02FILES\02siteplan\02.080 mickelson\wsb 1 J J 301.doc ! AGREEMENT FOR MONITORING AND MAINTENANCE PLAN FORBERENSBUSCO~ANYSTORAGELOT THIS AGREEMENT is made this 5th day of August, 2002 by and between the CITY OF PRlOR LAKE, a Minnesota municipal corporation, organized under the laws of the State of Minnesota ("CITY") and BERENS BUS COMPANY, INC., a Minnesota corporation, organized pursuant to the laws of the State of Minnesota ("DEVELOPER"): RECITALS WHEREAS, the DEVELOPER has proposed constructing a bus stor,<).ge lot on property within a landlocked watershed basin ("BASIN"); and WHEREAS, in evaluating the construction of a project within a BASIN, the CITY considers the appropriateness of requiring certain storm water management principles; WHEREAS, infiltration/storage system capacity is an important storm water management principle; WHEREAS, the DEVELOPER has subI>litted a plan for construction of an infiltration/storage system. NOW THEREFORE, based on the mutual promises and covenants set forth herein, the sufficiency of which is not disputed, the parties hereto agree as follows: 1. Purpose. The purpose ofthis AGREEMENT is to set forth the terms and conditions for the construction, monitoring and maintenance of an infiltration of a storm water management infiltration storage system ("SYSTEM"). J :\02fi1es\02siteplan\02-06berens\berens agreement.doc 2, Recitals. The recitals set forth above are incorporated as if fully set forth herein, 3. Description of the Project. The DEVELOPER is constructing a bus storage lot on land legally described in Exhibit A. Exhibit A is incorporated herein as if fully set forth. In connection with the construction of the bus storage lot, the DEVELOPER is required to construct a storm water management infiltration storage system. 4. Storm water Manaeement Infiltration Storaee System. 4.1. The SYSTEM will pe constructed in accordance with the plans and Permit, approved and issued by the CITY. Said plans and Permit are attached as Exhibit "B" to this AGREEMENT. Exhibit B is incorporated herein as if fully set forth. 4.2. The design of the SYSTEM will not be changed without prior written approval of the CITY. 5. Maintenance of SYSTEM. 5.1. The DEVELOPER is solely responsible for the maintenance of the SYSTEM to ensure that the SY8iTEM continues to provide adequate infiltration capacity for the future. For the purposes of this AGREEMENT, "adequate infiltration capacity" means storage capacity to accommodate at least all run-off from a one, year, twenty-four hour rainfall event and the capacity to infiltrate all run-off from the one, year run-off event within seventy-two hours. 5.2. Maintenance shall comply with a maintenance plan prepared by a professional engineer, registered in the State of Minnesota. The plan shall include, but is not limited to, cleaning, repairing and any other work deemed necessary to ensur~ the proper function of the SYSTEM, A copy of the maintenance plan shall be provided to the CITY. 6. Monitorine. 6.1. The DEVELOPER.must implement a monitoring program to demonstrate that the SYSTEM continues to provide adequate storage and infiltration capacity. 6.2. The Developer shall record the water levels in the infiltration basin once daily . (Monday through Friday) for the month of June. The Developer shall check the volume of the basins on June 30th of each year. The records shall be submitted to the City no later than November I st of each year. 7, Default. A failure to comply with the plans, Permit or any of the terms and conditions of this AGREEMENT shall constitute a default of this AGREEMENT. In the event of a default, the CITY shall provide the DEVELOPER with notice as provided for in Paragraph 8. The notice shall set forth the nature of the default and the time within which the DEVELOPER must cure the default, which shall be not less than 48 hours, except that in the event that the nature of the default is such that, in the sole judgment of the CITY, it may pose an imminent potential risk to the health, safety or welfare to persons or property, the CITY may enter the property legally described in Exhibit A and perform the required work to cure the default. All costs incurred by the CITY to cure the default, including administrative costs, shall be the sole responsibility of the DEVELOPER. 1: \02files\02siteplan\02-06berens\berens agreement.doc 2 I 7.1, The CITY shall invoice the DEVELOPER for the costs incurred to cure the default. 7.2. The DEVELOPER shall pay said invoice within thirty (30) days of receipt thereof. 7.3. The DEVELOPER agrees that if DEVELOPER fails to pay the invoiced amount within the thirty (30) day period, the CITY may assess the invoiced amount against the property described in Exhibit A 8. Notices. Required Notices to the DEVELOPER shall be in writing, and shall be either hand delivered to the DEVELOPER, its employees or agents, or mailed to the DEVELOPER by certified mail at the following address: Berens Bus Company, Inc., 18740 Fairlawn Avenue, Prior Lake, Minnesota, 55372. Notices to the CITY shall be in writing and shall be either hand delivered to the CITY Manager, or mailed to the CITY by certified mail in care of the CITY Manager at the following address: CITY of Prior Lake, 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714. 9. License. The DEVELOPER grants the CITY a non-revocableJicense to enter upon the property legally described in Exhibit A for the sole purpose of curing any default or to prevent against any imminent potential threat to the health, safety or welfare of. persons or property, 10. Indemnification and Hold Harmless. The DEVELOPER shall indemnify, defend and hold the CITY, its Council, agents, employees, attorneys and representatives harmless against and in respect of any and all claims, demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages, recoveries, and deficiencies, including interest, penalties, and attorneys' fees, that the CITY incurs or suffers, which arise out of, result from or relate to approval bfthe plans, issuance of the Permit or any provision of this AGREEMENT. The responsibility to indemnify and hold the CITY harmless from claims arisirtg out of ouesulting from the actions or inactions of the CITY, its Council, agents, employees, and representatives does not extend to any willful or intentional misconduct on the part of any ofthese individuals. II. Recording. The DEVELOPER shall cause this AGREEMENT to be recorded against the property legally described in Exhibit A within 10 days of the issuance of the Permit. The DEVELOPER shall provide evidence ofrecording to the CITY within 10 days thereafter. 12, Heirs, Successors And Assigns. This AGREEMENT shall run with the land legally described in Exhibit A and shall be binding against all heirs, successors and assignees of the DEVELOPER. 12,1. Assignment The DEVELOPER may not assign this AGREEMENT without the prior written approval of the CITY Council 13. Miscellaneous. 13.1. Severability. In the event any provisions of this Contract shall be held invalid, illegal, or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision hereof, and the remaining provisions shall not in any way be affected or impaired thereby, 1:\02files\02siteplan \02-06berens\berens agreement.doc 3 13.2. Waiver. Failure of either party at any time to require performance of any provision of this Contract shall not affect its right to require full performance thereof at any time thereafter and the waiver by either party of a breach of any such provision shall not be taken or held to be a waiver of any subsequent breach thereof or as nullifying the effectiveness of such provision 13.3. Enforcement of the Aereement. Any fees incurred by the CITY associated with enforcing any of the terms and conditions set forth in this AGREEMENT, including but not limited to CITY staff, engineering and attorney's fees, shall be the sole responsibility of the DEVELOPER. 13.4. Governing Law. This AGREEMENT shall be governed by the laws of the State of Minnesota. Executed by the parties hereto as of the day and date first above written. CITY OF PRlOR L By: By: BERENS BUS COMPANY, INe. By: ,~~;f &~ c.cc() By: ~7i~~"-uJ c~ O. STATE OFMlNNESOTA ) ) ss. COUNTY OF SCOTT ) The foregoing instrument was acknowledged before me this C;iL day of Ilff?t.rt , 2002, by Jack G, Haugen, Mayor, and by Frank Boyles, City Manager, of the Ci of Prior Lake, a Minnesota municipal corporation, on behalf of o!'Poration and pursuant to the authority granted by its City Council. NOT- 4 Reviewed as to Form and Execution: By: ~f.u..-/l, " Suesan Lea Pace, City Attorney DRAFTED BY: City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, Mmnesota 55372 1:\02files\02siteplan\02-06berens\berens agreement.doc 5 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY That part of the East Three-Fourths of the Southeast Quarter of Section 1, Township 114, Range 22, Scott County, Minnesota, described as follows: Commencing at the southeast corner of said Section 1: thence on an assumed bearing of North 01 degrees 21 minutes 00 seconds West along the east line of said Section 1, a distance of 1251.72 feet; thence South 88 degrees 39 minutes 00 seconds West a distance of 1875.73 feet; thence South 86 degrees 11 minutes 30 seconds West a distance of 84.66 feet to the east line of the west 30.00 feet of said East Three-Fourths of said Southeast Quarter; thence North 86 degrees 11 minutes 30 seconds East a distance of 514.66 feet; thence South a distance of 704.31 feet to the centerline of County State Aid Highway No. 12; thence South 63 degrees 37 minutes 56 seconds East along said centerline a distance of73.66 feet; thence North a distance of 412.00 feet; thence East a distance of 944.00 feet to a point hereinafter referred to as point "A"; thence North a distance of 244,00 feet; thence West a distance of243.86 feet; thence North a distance of 101.00 feet; thence northwesterly along a tangential curve concave to the west, having a radius of 455.74 feet; a central angle of 12 degrees 48 minutes 17 seconds, an arc length of 101.85 feet to the point of beginning of the land to be described; thence continuing northwesterly along said last described curve having a radius of 455.74 feet, a central angle of 2 degrees 11 minutes 43 seconds, an arc length of 17.46 feet; thence along a reverse curve concave to the east, having a radius of 424.68 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length 111.18 feet; thence North tangent to said last described curve a distance of! 04.56 feet; thence East a distance of 273.85 feet to the intersection with a line drawn North from the aforementioned point "A"; thence South a distance of 231.43 feet to the intersection with a line drawn East from the point of beginning; thence West a distance of255.l9 feet to the point of beginning. Together with a nonexclusive easement for roadway over and across that part of the East Three-Fourths of the Southeast Quarter of Section I, Township 114, Range 22, Scott County, Minnesota described as follows: A strip ofland 60.00 feet in width the centerline of which is described as follows: Commencing at the southeast corner of said Section 1; thence on an assumed bearing of North 01 degrees 21 minutes 00 seconds West along the east line of said section I, a distance of1251.72 feet; thence South 88 degrees 39 minutes 00 seconds West a distance of1875.73 feet; thence South 86 degrees 11 minutes 30 seconds West a distance of84.66 feet to the east line of the west 30.00 feet of said East Three-Fourths of said Southeast Quarter; thence North 86 degrees 11 minutes 30 seconds East a distance of 514.66 feet; thence South a distance of 704.31 feet to the centerline of County State Aid Highway No. 12; thence South 63 degrees 37 minutes 56 seconds East along said centerline a distance of73.66 feet; thence North a distance of 412.00 feet; thence East a distance of700.l5 feet to a point hereinafter referred to as point "A", the point of beginning of the line to be described; thence North a distance of325.00 feet; thence along a tangential curve L:I02FILESI02siteplanI02,06BERENS\BERENS EX A,doc "-~--_._---~._.~-_._._-----~_.._---_.._,-----_.._-~"--"---_._---~---~--- concave to the west, having a radius of 45 5.74 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 119.31 feet; thence along a reverse curve concave to the east having a radius of 424.68 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 111.13 feet; thence North tangent to said last described curve, a distance of 304.03 feet and there terminating. Together with a strip ofland 60.00 feet in width the centerline of which is described as follows: Beginning at the above referenced point "A"; thence southerly along a tangential curve concave to the west, having a radius of 569.68 feet, a central angle of 15 degrees 00 minutes 00 seconds, a chord bearing of South 7 degrees 30 minutes 00 seconds West, an arc length of 149.14 feet; thence along a reverse curve concave to the east, having a radius of 491.09 feet, a central angle of 15 degrees 00 minutes 00 seconds, an arc length of 128.57 feet; thence South tangent to said last described curve a distance bf 466.51 feet more or less to the centerline of County State Aid Road No. 12, arid there terminating. L:I02FILESI02siteplanI02-Q6BERENSIBERENS EX A,doc FI' E f:""P"'" ~ . ", J',' "),.' ':,,__, -,' iJ ::' _I, ;.:" :; ,,,,.. 'I.. '.'; . March 20. 2003 Mr. Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: This letter is to inform you that the City of Prior Lake is unable to approve your site plan for above reference application based upon the plans received on February 7, 2003, and revised Preliminary Grading, Drainage, and Erosion Control Plans received on March 19,2003, due to the following: 1. Required landscaping is prohibited in public rights-ot-way. Plantings are proposed in the Welcome Avenue right-ot-way easement. 2. Stonn water infiltration basins are prohibfted in public rights-at-way. The infiltration basin is proposed in the Welcome Avenue right-at-way easement. 3. Driveways and parking areas are required to be surfaced with bituminous paving. The revised grading plan indicates drive aisles are proposed to be gravel. Based upon the aforementioned deficiencies, the site plan is not in compliance with applicable city ordinances. Since you have been notified about the noncompliance of the property in the past and the site plan review process was a means to cure such violations, enforcement actions will commence, The decision of the planning staff to deny the site plan application may be appealed to the Board of Adjustment within 5 days of notification of the decision. If you have any questions regarding this letter, please contact me at (952) 447,9813. Sincerely, p~) c: Allision Gontarek, Huemoeller, Bates & Gontarek, PLC DRC Members . 16200 agle Creek Ave, S.E" Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER DATE: March 20, 2003 TO: Cynthia Kirchoff, Planning FROM: Larry Pop pier, Assistant City Engineer RE: Mickelson Property The Engineering Department has reviewed the subject preliminary plans and has the following comments: 1. The infiltration basin is within the Welcome Avenue right of way. Move the infiltration basin to within the property lines. The other work being performed on Welcome Avenue will need a right of way permit. 2. Handle WSB comments: a. A maintenance and monitoring agreement should be provided. b. Additional cover should be added over the 32 foot long 15" pipe lying under the driveway entrance. MnDOT specifies that there should be 1.75 feet of cover over pipes when flexible roadway material is used. 3. Provide detail for rip rap areas (MnDOT Standard Plate 3133C). 4. The typical section for the site does not show bituminous, yet the civil plans show bituminous. Welcome Avenue work should show a different typical section. The compacted gravel limits note appears to be pointing to a bituminous area. Please clarify. C:\WINDOWS\Temporary Internet Files\OLK61Fl\32002 Mickelson REVIEW4,DOC March 7, 2003 Mr. Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: This letter is to clarify that any revised plans you submit for the above referenced development application must include a survey noting lot dimensions, existing conditions, proposed improvements and any easements. As a reminder, plans must be submitted by Wednesday, March 19, 2003. Thank you for your prompt attention to this matter. If you have any questions, please feel free to contact me at 447-9813. Sincerely, . ,n. ~!~ffi'7f) Cynthia R. Kirchoff, AICP Planner c: Allison Gontarek , 1620 Eilgle Creek Ave. S,E" Prior lake, Minnesota 55372,1714 / Ph, (952) 447,4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER To SON 7671 Dale '0/7 t.3~5~' From C-I ND~ CO'PP-IOR <:G-- Phone < 44 -C1 9 I ?J Fax # Post-it~ Fax Note CoJDept Phone # Fax < 4t'ti ~ March 7, 2003 Mr, Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: This letter is to clarify that any revised plans you submit for the above referenced development application must include a survey noting lot dimensions, existing conditions, proposed improvements and any easements. As a reminder, plans must be submitted by Wednesday, March 19, 2003. Thank you for your prompt attention to this matter. If you have any questions, please feel free to contact me at 447-9813. Sincerely, , 'n /;;rrr+i- >~ .Ul ut;.'..r~ocrY7fv Cynthia R. Kirchoff, AICP Planner c: Allison Gontarek . 1620 Eagle Creek Ave, S.E.. Prior Lake, Minnesota 55372-1714 / Ph. (952) 447,4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER PosH'" Fax Note 7671 To LLJSON CO.lDept. Phone # - Fax. lOR LAJLG Phone. 4Lt-7-Cf 5/3 Fax. 00 February 26,2003 Mr. Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: This is a follow-up to my correspondence dated February 20, 2003, which outlined your options conceming the above referenced development application. Pursuant to my letter, you opted to extend the City of Prior Lake action deadline until March 26, 2003. In order for staff to complete the final review of the site plan by the extended deadline, lease submit revised plans that incorporate all comments no later than Wednesday, arch 19, 2003. hank you for your prompt attention to this matter. If you have any questions, please eel free to contact me at (952) 447-9813. Allison Gontarek DRC Members 16200 E .Ie Creek Ave, S.E" Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER February 26, 2003 Mr. Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan for Outdoor Storage. 16705 Welcome Avenue Dear Mr. Mickelson: This is a follow-up to my correspondence dated February 20, 2003, which outlined your options concerning the above referenced development application. Pursuant to my letter, you opted to extend the City of Prior Lake action deadline until March 26, 2003. In order for staff to complete the final review of the site plan by the extended deadline, please submit revised plans that incorporate all comments no later than Wednesday, March 19, 2003. Thank you for your prompt attention to this matter. If you have any questions, please feel free to contact me at (952) 447-9813. ~r71f5 Cynthia R. Kirchoff, AICP Planner c: Allison Gontarek DRC Members . 16200 gle Creek Ave, S,E" Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER CITY 0 PRIOR LAKE 16200 EAGLE CREEK AVENUE SE, PRIOR LAKE, MN 55372 Date: February 20, 2003 Number of pages including cover 2 sheet: To: Allison Gontarek From: C nthia Kirchoff, AICP From: Planner Cit of Prior Lake 16200 Ea Ie Creek Avenue SE Prior Lake, MN 55372 Phone: Phone: 447,9813 Fax ho e: 447,5628 952 447-4245 cc: RE s: D Urgent D Please comment rgJ For your review D Reply ASAP I have ttached a letter concerning the Mickelson site plan, which states that the City cannot approve it based upon noted deficiencies. Cindy irchoff --------.-.-.----- ---.- - - - .--.-.-----...-..-..--..-,..--__.._______,.~.__._..,__.._...__~__.~_...M'._....,_____,_,__ February 20,2003 Mr. Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: This letter is to inform you that the City of Prior Lake is unable to approve your site plan for above reference application based upon the plans received on February 7,2003, due to the following: 1. A certificate of survey was not submitted indicating property lines, distances, adjacent plats, section lines, and appurtenances, as required by the engineering department. 2. Required landscaping is prohibited in public rights-of-way. Plantings are still proposed in the Welcome Avenue right-of-way. 3. Stormwater infiltration basins are prohibited in public rights-of-way. The infiltration basin is still proposed in the Welcome Avenue right-of-way. Based upon the aforementioned deficiencies, the site plan is not in compliance with applicable city ordinances. If you would like to correct these deficiencies, we would accept a waiver of the action deadline for up to an additional 30 days. The decision of the planning staff to deny the site plan application may be appealed to the Board of Adjustment within 5 days of notification of the decision. If you have any questions regarding this letter, please contact me at (952) 447-9813. Sincerely, --tfniM~4() Cynthia R. Kirc~off~CP Planner c: Allision Gontarek, Huemoeller, Bates & Gontarek, PLC DRC Members , 16200 agle Creek Ave. S,E,. Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNI1l' EMPLOYER FilE COPY February 20, 2003 Mr. Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: This letter is to inform you that the City of Prior Lake is unable to approve your site plan for above reference application based upon the plans received on February 7, 2003, due to the following: 1. A certificate of survey was not submitted indicating property lines, distances, adjacent plats, section lines, and appurtenances, as required by the engineering department. 2. Required landscaping is prohibited in public rights-of-way. Plantings are still proposed in the Welcome Avenue right-of-way. 3. Stormwater infiltration basins are prohibited in public rights-of-way. The Infiltration basin is still proposed in the Welcome Avenue right-of-way. Based upon the aforementioned deficiencies, the site plan is not in compliance with applicable city ordinances. If you would like to correct these deficiencies, we would accept a waiver of the action deadline for up to an additional 30 days. The decision of the planning staff to deny the site plan application may be appealed to the Board of Adjustment within 5 days of notification of the decision. If you have any questions regarding this letter, please contact me at (952) 447-9813. Sincerely, --fjniM~~ Cynthia R. Kirc~off\4~P Planner c: Allision Gontarek. Huemoeller, Bates & Gontarek, PLC DRC Members . 16200 Eagle Creek Ave, S.E" Prior Lake, Minnesota 55372-1714/ Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER HUEMOELLER, BATES & GONTAREK PLC ATTORNEYS AT LAW 16670 FRANKLIN TRAIL P.O. BOX 67 PRIOR LAKE, MINNESOTA 55372 (952) 447,2131 Fax: (952) 447,5628 E-mail: priorlakelaw{alintegraonline.com JA ES D. BATES AL ISON J. GONTAREK BR CE D. HUEMOELLER February 7, 2003 FEB 1- I, .' 1 o_.J0') I j -l_~: , --.------- M . Cynthia R. Kirchoff, AICP PI ner, City of Prior Lake 16 00 Eagle Creek Avenue SE Pri r Lake MN 55372-1714 Re: Mickelson site plan, 16705 Welcome Avenue Ms. Kirchoff: This letter is subrnitted along with the revised plans for Scott Mickelson's site in order to clarifY one outstanding issue presented in your Decernber 16, 2002, co espondence. Specifically, the concern involves landscaping in a right-of-way eas ment. Mr. Mickelson proposes to irnprove the front of his property in accordance with scr ening and buffer requirements. Where a street is dedicated but unopened, adjoining ow ers are free to use the corridor, until the street is opened. If a street has been opened bu a portion of the platted corridor remains unused, the adjoining owner is similarly free to onstruct improvements with the unimproved area, subject always to the public's right to rther improve the road (by widening, for example). See Kooreny v. Damoier-Baird M rtu Inc., 291 N.W. 611 (Minn. 1940). The City's interest remains intact as private us of the unopened street before opening does not operate an abandonment of the street by he public entity. Village of Medford v. Wilson, 230 N.W.2d 458 (Minn. 1975). The landscaping in the right-of-way improves the appearance ofMr. Mickelson's erty. Unless the City is contemplating opening Welcome Avenue, it seerns onable to encourage property owners to make their entrances as attractive as possible. Please consider the revised plans, infiltration information supplied to the ineering department and this letter as Mr. Mickelson's continuing good faith effort to Ms Cynthia R. Kirchoff, AICP Fe ruary 7,2003 Pa e2 wo k with the City to have his site plan approved. He runs a very modest business and thi effort has sapped a large amount of resources and considerably reduced his usable pro erty. Please advise of any comments you may have. Thank you for your efforts. Yfq ~ly yourA ~ )./Wt'L 'JA Ll Allison J. Gontarek cc: cott Mickelson 23 N.W.2d 458 (C te as: 304 Minn. 250, 230 N.W.2d 458) c Supreme Court of Minnesota. VILLAGE OF MEDFORD, Respondent, v. Versul WILSON, et aI., Appellants. No. 44577. May 23, 1975, Vi age brought ejectment action to remove op rators of junkyard from a portion of a platted but un pened street that defendants had been oc upying. The jury, by special verdict, found that act on of village council in opening the street was ar itrary and unreasonable, and was prejudicial to de endants. The District Court, Steele County, D iel F. Foley, J., granted motion of village for ju gment n.o.v, and defendants appealed. The Su reme Court held that ordinance enacted by vii age to open a legally platted street was not ar itrary, but was, rather, within proper legislative dis retion of village council. Af Irmed. West Headnotes [1] Dedication f:=57 II k57 Most Cited Cases [1] Municipal Corporations f:=657(3) 26 k657(3) Most Cited Cases [1] Municipal Corporations f:=663(1) 26 k663( I) Most Cited Cases en a street is dedicated by plat, a city may ch ose its own time to occupy, open, and use the str et; until the city does so, such property may be us d by the abutting landowner; such use is not re arded as hostile and will not operate as ab donment of a public street by the city. [2] Municipal Corporations f:=265 26 k265 Most Cited Cases G nerally, exercise of powers of a municipality with re ect to making of public improvement designed to fulfill a public purpose rests in the discretion of Page 2 of 4 Page I the governing municipal authorities, insofar as the matter is not controlled by positive law. [3] Municipal Corporations f:=269(3) 268k269(3) Most Cited Cases Discretion of municipality is wide and courts are not inclined to restrict the powers of municipalities over streets and public ways, [4] Constitutional Law f:=70.1(4) 92k70.l(4) Most Cited Cases Question of what best furthers public welfare is a matter primarily to be determined by appropriate legislative body, and even where the reasonableness of ordinances is debatable, or where there are conflicting opinions as to the desirability of the changes they bring about, it is not the function of the courts to interfere with legislative discretion on such issues. [5] Municipal Corporations f:=63.1 268k63.1 Most Cited Cases (Formerly 268k63.I(l)) It is not function of the Supreme Court to either resolve conflicting evidence or to assume role of city council in weighing appropriate policy considerations. (6) Municipal Corporations f:=269(3) 268k269(3) Most Cited Cases Ordinance enacted by village to open a legally platted street was not arbitrary, as claimed by operators of a junkyard on a portion thereof, but was, rather, within proper legislative discretion of village council. **459 *251 Ronald O. W. Ylitalo, St. Paul, for appellants. John M. Smith, Owatonna, for respondent. Heard before OTIS, PETERSON, and MacLAUGHLIN, JJ., and considered and decided by the court en banco PER CURIAM. Copr. <P West 2003 No Claim to Orig, U,S. Govt. Works 23 N.W.2d458 (Ci e as: 304 Minn. 250, 230 N.W.2d 458) Thi appeal arises from an ejectment action by wh ch the village of Medford has attempted to re ove Versul and Clara Wilson, defendants, from a ortion of First Street Southeast, a platted but un pened street that defendants have been occ pying. In 1859, a plat of an addition to the village of Me ford was recorded, dedicating the streets and all s located therein to public use, First Street So theast (also known as Park Street) was ded'cated but was never opened between Grove Str et (a.k.a. First A venue Southeast) and Ridge Str et (a.k.a, Second Avenue Southeast),[FNl] De ndants have operated a junkyard in Medford for nearly a half century; the junkyard includes a po ion of the platted, but unopened, street in qu tion. FN I. The village had attempted to remove defendants from a portion of Ridge Street also. but the trial court denied relief on the ground the village had failed to sustain its burden of proof. This pan of the court's order, of course, is not involved in this appeal. In August 1969 the Medford Village Council ena ted an ordinance to open First Street Southeast be een Grove Street and Ridge Street. In May 197 the village council adopted a motion ins cting the village attorney to commence an acti n of ejectment against defendants. A istrict court trial was held, and the jury, by spe ial verdict, *252 found that the action of the vill ge council in opening the street was arbitrary and unreasonable, and was prejudicial to de~ ndants. The trial court granted the motion of the village for judgment n,o,v.. and defendants app aled. [I] t is settled law in Minnesota that, when a street is d dicated by plat, a city may choose its own time to ccupy, open, and use the street. Until the city doe so, such property may be used by the abutting Ian owner. Such use is not regarded as hostile and will not operate as an abandonment of a public stre t by the city. Village of Newport v. Taylor, 225 Minn. 299, 30 N.W.2d 588 (1948); City of Roc ester v. North Side Corp., 211 Minn, 276, 1 Page 3 of 4 Page 2 N.W.2d 361 (1941); Pierro v. City of Minneapolis. 139 Minn. 394, 166 N.W. 766 (1918); Minn.St, 541.01. See, also, Minn.St. 412.221, subd, 6. It is undisputed that the case at bar involves a legally platted street. Defendants claim, however, that the 1969 ordinance enacted by the village of Medford to open the street was arbitrary and capricious and was therefore invalid. [2][3] We have held that the building of a public street encompasses a 'public purpose.' Borgelt v. City of Minneapolis, 271 Minn. 249, 135 N.W.2d 438 (1965), As a general rule, the exercise of the powers of a municipality with respect to the making of public improvements designed to fulfill a public purpose rests in the discretion of the governing municipal authorities, in so far as the matter is not controlled by positive law. The discretion of the municipality is wide. and courts are not inclined to restrict the powers of municipalities over their streets and public ways, Rakowsky v. City of Duluth, 44 Minn. 188, 46 N.W. 338 (1890), See, also, 56 Am.Jur.2d, Municipal Corporations, s 560; 10 Mcquillin, Municipal Corporations (3 ed.), s 30.31; Headley v. City of Rochester, 272 N.Y. 197, 5 N.E.2d 198 (1936); Town of Chouteau v. Blankenship, 194 Okl. 401, 152 P.2d 379 (1944); City of Chicago v. Wilson, 195 Ill. 19,62 N.E. 843 (1902), **460 In Diamond v. City of Mankato. 89 Minn. 48, 93 N.W. 911 (1903), we also reviewed a municipal ordinance directing the *253 paving of a platted street. We there said (89 Minn. 51, 93 N.W. 912): '* * * The power to determine the question whether public necessity requires a panicular improvement to be made without any petition therefor is committed by the chaner. not to the courts. but to the sound discretion of the city council. And its decision in the premises is final, unless it is made to appear that its action is arbitrary or the result of fraud or of demonstrable mistake of fact. Rogers v, City of St. Paul, 22 Minn. 494; State v. District Court of Ramsey Co., 29 Minn. 62. 11 N,W, 133; State v, District Court of Ramsey Co., 33 Minn. 164, 22 N.W. 295; Janeway v. City of Duluth, 65 Minn. 292, 68 N.W.24. 'Hence the question is not whether there was evidence fairly tending to support the finding that public necessity did not require the paving of the Copr. <0 West 2003 No Claim to Orig. U,S, Govt. Works Page 4 of 4 23Q N.W.2d 458 (Ci e as: 304 Minn. 250, 230 N.W.2d 458) Page 3 8t eet in question, or whether the finding c mplained of is manifestly against the weight of e evidence. The question is, does the evidence c arly establish the fact that the city authorities, i ordering the improvement, acted arbitrarily or fi udulently... 7' [4] More recently, in Sun Oil Co. v, Village of Ne Hope, Minn., 220 N,W.2d 256 (1974), we hel that when legislative determinations made by mu icipalities are judicially reviewed, the scope of rev ew must necessarily be narrow. The question of wh t best furthers public welfare is a matter pri arily to be determined by the appropriate leg' lative body. Even where the reasonableness of suc ordinances is debatable, or where there are con icting opinions as to the desirability of the ch ges they bring about, it is not the function of the courts to interfere with legislative discretion on sue issues. [5][ ] Considerable testimony was offered at trial con erning the reasons and purposes justifying the ope ing of First Street. Based on this evidence the tria court concluded: '()t is a fact supported by the evidence that the V llage has adopted a street improvement plan for th Village, having in *254 mind the school w ich is within a few blocks of the junk yard, as w II as a park, and the rerouting of traffic through th Village, and in the performance of its Ie islative function had determined to reopen this st eet north and south through the junk yard,' The e findings have evidentiary support, It is not the function of this court to either resolve con ieting evidence or to assume the role of the cou cil in weighing the appropriate policy con iderations. Although the reasons given by the cou cil may have been disputable in a legislative fo m, it is clear that they are the proper sorts of con iderations to support the council's action. As a res It. the ordinance passed by the Medford Village Co cil was not arbitrary but was, rather, within the pro er legislative discretion of the Medford Village Co ciL A 230 N. W,2d 458, 304 Minn. 250 EN OF DOCUMENT Copr. ~ West 2003 No Claim to Orig. U.S. Govt, Works 29 N.W.611 (Ci e as: 207 Minn. 367, 291 N.W. 611) c Supreme Court of Minnesota. KOORENY v. DAMPIER,BAIRD MORTUARY, Inc., et al. No. 32220. April 19, 1940, Ap eal from District Court, Ramsey County; John W. oemer, Judge. Per onal injury action by Michael Kooreny against the Dampier-Baird Mortuary, Inc., and Lyman S. Bai d, The jury found for the individual defendant, the corporate defendant was discharged from lia ility by a peremptory instruction, plaintiffs mo ion for a new trial was denied, and plaintiff ap als, A West Headnotes [1] unicipal Corporations C=822(1) 26 k822(l) Most Cited Cases In ction by blind pedestrian for personal injuries sus ained when he fell over retaining wall built alo g sidewalk, and onto defendant's premises wh ch were on lower level than sidewalk, ins clion that the mere presence of holes which we e allegedly placed on wall to contain pipes as sup ort for railing to be placed on top of wall, had not ing to do with the case, was not erroneous, sin e the holes did not, as a matter of law, present a lin in the chain of negligent causation. [2] unicipal Corporations C=822(1) 26 822(1) Most Cited Cases In ction by blind pedestrian for personal injuries sus ained when he fell over retaining wall built alo g sidewalk, and onto defendant's premises, wh ch were on lower level than sidewalk, ins ction that fact that sidewalk and retaining wall we e 2 1/2 feet out into dedicated portion of street or ighway had nothing to do with the case, was not err neous. Page 2 of 4 Page I [3] Municipal Corporations C=663(1) 268k663(1) Most Cited Cases [3] Municipal Corporations C=669 268k669 Most Cited Cases The fee of an abutting property owner extends to center of street or highway, subject only to public easement for public use, and he may use his property for a purpose compatible with the free use by the public, the public authorities determining how much shall be reserved for such use. Syllabus by the Caurt. I. Holes placed by an abutting property owner in a retaining wall built and maintained by him, in the light of the evidence, did not as a matter of law present a link in the chain of negligent causation. 2, The fee of an abutting property owner extends to the center of the street or highway subject only to the public easement for public use, and he may use his property for a purpose compatible with the free use by the public, the public authorities determining how much shall be reserved for such use. *367 **611 William W. Fink, of St. Paul, for appellant. Orr, Stark & Kidder and Ralph T. Lilly, all of St. Paul, for respondents, JULIUS J, OLSON, Justice. In this, a personal injury action, the jury found for the individual defendant, Lyman S. Baird. The corporate defendant was discharged from liability by a peremptory instruction. Plaintiffs motion for a new trial was denied, and he appeals. Mr. Baird became the owner of the involved property, known as 288 West Kellogg Boulevard in St. Paul, in 1931. Over a period of years the mortuary was operated by him in the name of his wholly owned codefendant, which 'stopped doing business as a corporation' on December 31, 1936, and was dissolved in 1937, when Mr. Baird personally assumed 'all of the liabilities thereof, including all of the claims of every nature against said corporation,' Copt. @ West 2003 No Claim to Orig. U,S. Govt. Works 291 ,W.611 (Cite as: 207 Minn. 367, 291 N.W. 611) Upon these premises there is a 'space lying between the b ilding line and the west sidewalk line [which] is pa ed for the entire width of the building and meet the sidewalk of the City of St. Paul at even grade That at and during all of the times herein men!" ned, there was a wall erected and maintained by e defendants, commencing at the southwest come of the mortuary building and thence easterly and llel to the south wall of said building to the side alk of the city · · ..' ases upon which the charge of negligence are that, 'In erecting and maintaining an obs cting wall upon and near the sidewalk so low in he ght' it might cause pedestrians to trip and fall over t; that immediately on the other (owner's) side of th wall there is a 'drop off from two to eight feet' so th t a person tripping or falling over the wall woul be likely to receive injury; that 'defendants knew or in the exercise of ordinary care should have known. that a dangerous place to walk was thus reated'; that 'In failing **612 and neglecting to ere t a fence upon the wall' it was likely to bring about a situation where a pedestrian might be preci itated over it and onto the lower ground beyo d, thereby exposing one to injury. Durin the trial it developed that the dedicated street was 66 feet in width but as actually built, used, and occupied, including *369 the sidewalks on b th sides, was only 60 feet. The width of the publi sidewalk adjoining the premises is 10.3 feet. There is a vacant lot next to defendants' premises and I ing between it and a building known as the Healy Plumbing & Heating Company, east of the vacan lot. This building also extends to this sidew lk and marks the limit of the street as laid out and u ed by the public over a period of more than 30 y s. Plaintiff had passed on this sidewalk in front f defendants' building many times before the retain ng wall was built but only two or three times after ts construction prior to the happening of the accid nt. Plaint ff is 43 years of age. He became totally blind while a mere child of three or four years. App ntly he gradually became capable of walking alone without the help of anyone, using a stick or cane s a means of safety to guide his course. While so walking he fell over the retaining wall causi g a fracture of his left wrist. The court instru ted the jury as follows: 'It is the law that if the wner of land abutting upon a sidewalk Page 3 of 4 Page 2 negligently maintains his property by doing or omitting to do that which in the exercise of reasonable diligence the owner ought to do, and that thereby as a direct and proximate result a dangerous condition is created for travel upon the sidewalk, and the sidewalk is rendered unsafe for those lawfully traveling thereon, then there is a liability if injury results through this negligent omission or act of the property owner.' Plaintiff finds no fault with this part of the instruction but does object to the following: 'The mere presence of holes upon this wall has nothing to do with the case and should not be regarded as evidence [of negligence] by you. 'And the fact that the sidewalk and the retaining wall are two and a half feet out into the dedicated portion of the street or highway has nothing whatever to do with this case, and shall not be taken into consideration by you in arriving at your verdict.' [I] *370 I. With regard to the first claimed objectionable part, plaintiff says that it was his 'intention · · · to infer that these holes were placed upon the wall for the purpose of containing pipes as support for a railing to be placed upon the top of this wall.' The holes to which counsel refers obviously did not per se present a link in the chain of causation any more than would as many holes in his trousers' pocket. Plaintiff did not fall because of the holes but rather and only because he tripped and fell over the wall. See 24 Minn,L.Rev. 666, 669, notes 10, 11 and 12. 2. The next alleged objectionable portion goes, so plaintiff claims, to 'the very heart of our lawsuit,' his claim being that if the offending wall was within the dedicated portion of the street defendant had thereby imposed, within a prohibited area, an obstruction likely to cause harm. [2][3] It is well to bear in mind that tlw landowner's fee extends to the center of the street or highway, subject only to the public easement, and he may make use of his property 'for a purpose compatible with the free use by the public.' See 3 Dunnell, Minn.Dig. (2d Ed. & Supps.) ~~ 4182 to 4188, and cases cited under notes. The sidewalk here involved was wholly within the occupied and appropriated area taken by the public for its appropriate use. Everything lying back of it until Copr. @ West 2003 No Claim to Orig. U.S. Gov!. Works ... WSB & Associates. Inc. Memorandum To: Larry Pop pIer, P.E., Assistant City Engineer City of Prior Lake From: John Mackiewicz, Water Resource Specialist WSB & Associates, Inc. Date: January 29, 2003 Re: Mickelson Property Percolation Test WSB Project No. 1430-20 As requested, I have completed my review of the Infiltration Report from Halling Engineering dated January 15th 2003. Based on the review, I offer the following comments: · Based on the infiltration rates in the report, the infiltration basin meets the infiltration requirements ofthe watershed district and the more restrictive requirements developed specifically for the Markley Lake Watershed. · A maintenance / monitoring agreement with the city should be provided to ensure the system will continue to function in perpetuity. · Comments 4 and 5 from the memo dated November 13, 2002 still need to be addressed when the final plan is submitted for review. These comments were: o In order for the off-site drainage to follow the flow paths shown on the plan and enter the rip-rap lined swale, some off-site grading will need to occur. These proposed grades should be shown on the plan. o Additional cover should be added over the 32 ft long 15 inch diameter pipe lying under the driveway entrance. MnDOT specifies that there should be 1.75 ft of cover over pipes when flexible roadway material is used. This concludes my review ofthe Mickelson Property Infiltration Report. If you have any questions or need additional information, please feel free to call me at (763)287-7194. ._--_.__.._~----_._---_....._---_.._--------_.__...._..-.-."'..--.----.-.--..---,-.-..--.---" Page 4 of 4 291 N.W. 611 (Cile as: 207 Minn. 367, 291 N.W. 611) appropriated by the public belonged to the lot oWjer. 'Th sidewalk and the remainder of the street are equ lly for public use,--the rights of the public are the same in each, The rights as far as the center of the street, of the owner of an abutting lot, are the s e in each. That one is reserved for passers on foo , and the other is for the use of vehicles, is only a r gulation of the public use for the public good, the public authorities determining how much shall be eserved for sidewalk.' (Italics supplied.) Noonan v. ity of Stillwater, 33 Minn. 198, 200, 22 N.W. 444 445, 53 Am.Rep. 23. See Burke v. O'Neil, 192 Mi . 492, 494, 257 N.W. 81; Abar v. Ramsey Mo or Service, Inc., 195 Minn, 597, 599, 263 N.W, 917 and cases there cited. Page 3 *37 In any view one may take it is apparent that the court instructed the jury in as favorable a light as laintiff could reasonably expect. e are other assignments of error, but these are fou d not prejudicial to plaintiff, hence the order is affi ed, 291 N.W. 611, 207 Minn. 367 Copr. @ West 2003 No Claim to Orig. U.S. Govt. Works arry Poppler, P.E. anuary 29, 2003 c. Dave Hutton, P.E., WSB c. Pete Willenbring, P.E., WSB C:\WINDOWS1Temporary Internet Files\OLK61 FJ\0129031pmp.doc CITY F PRIOR LAKE 16200 EAGLE CREEK AVENUE SE, PRIOR LAKE, MN 55372 Date: February 12, 2003 Number of pages including cover 4 sheet: To: Allison Gontarek From: C nthia Kirchoff, AICP From: Planner Cit of Prior Lake 16200 Ea Ie Creek Avenue SE Prior Lake, MN 55372 Phone Phone: 952 447,9813 Fax one: 447,5628 cc: o Urgent [gJ For your review 0 Reply ASAP o Please comment The ity has received revised plans for the Mickelson property, however, we still need the attac ed impervious surface calculations worksheet completed because it is within the shor land of Markley Lake. Cont ct me with any questions. Thanks. CITY OF PRIOR LAKE Impervious Surface Calculations (To be Submitted with Building Permit Application) For All Properties Located in the Shoreland District (SD). The Maximum Impervious Surface Coverage Permitted is 30 Percent. Property ddress Lot Area sq. ft. x 30% = .............. ******** *************************************************************** LENGTH WIDTH SQ. FEET HOUSE x = x x = A TT ACHE GARAGE = TOTAL PRINCIPAL STRUCTURE...................... DETACHE BUILDINGS (G rage/Shed) x x TOTAL DETACHED BUILDINGS....................... DRIVEWA IPAVEDAREAS (Drivew y'paved or not) (Sidewal arking Areas) x X X = = = TOTAL PAVED AREAS......................................... CHES/DECKS X X = (Open Decks W' min. opening between boards, with a ervious surface below, are not consi red to be impervious) = x TOTAL DECKS........................................................ OTHER x = x = TOTAL OTHER....................................................... TOTAL MPERVIOUSSURFACE UNDER/O ER Prepared y Date Company Phone # '~e-m OV) \ lOt- -cJoh~ Zoning Ordinance 1104.305 EnqineerinQ Reports Required: On properties determined to have a bluff, the applicant for a building permit and the property owner shall provide the following: (1) The applicant for a building permit on that property shall provide a report prepared and signed by a professional engineer registered by the State of Minnesota on the impact any excavation, fill or placement of structures will have on the site and whether the excavation. fill or placement of structures will cause any slope to become unstable or will impose loads that may affect the safety of structures or slopes. The report shall also include the engineer's recommendations so the site development will not interfere with adequate drainage for the site or adjacent properties, will not obstruct, damage or adversely affect existing sewer or drainage facilities, will not adversely affect the quality of stormwater runoff, will not adversely affect downstream properties, wetlands or bodies of water and will not result in erosion or sedimentation. (2) The owner of the property shall provide certification from a professional engineer registered by the State of Minnesota that the final grading of the site was completed in compliance with an approved grading plan and that the recommendations contained in the engineer's report have been adhered to. (3) The Building Official, the Planning Director and the City Engineer may waive the engineer's report requirement for replacement decks, new decks or additions to existing decks, and additions or new structures not exceeding 480 square feet in size under all of the following conditions: a. An inspection of the site does not indicate any obvious erosion conditions. b. There is no history of bluff failure on the site or on the adjacent lots. c. All required setbacks are met. 1104.306 Impervious Surface CoveraQe: Impervious surface coverage for lots in all Use Districts shall not exceed 30% of the lot area, except as provided in the following sections. Such impervious surface coverage shall be documented by a certificate of survey at the time of any zoning or building permit application, according to the definitions of impervious surface as listed in subsection 1101.400. (1) An existing site which is being altered. remodeled, or expanded without expanding the existing impervious surface may be allowed, provided that where appropriate and where necessary, structures and practices for the treatment of storm water runoff are in compliance with the Prior Lake Storm Water Management Plan and approved by the City Engineer. (2) In all "C" and "I" Use Districts and for Park/Recreation uses, new construction on conforming lots or an existing site being altered, remodeied, or expanded which expands the existing impervious surface coverage may be allowed . City of Prior Lake OJ 1, 1999 l104/p7 ----.,,___~.~,_________.._"~__..m"'___.,_._______________.,..___.._______.,_,._._.__ Zoning Ordinance where necessary, provided the site conforms to the Prior lake Storm Water Management Plan, Best Management Practices and is approved by the City Engineer, provided the impervious surface coverage does not exceed 75% of the total lot and provided the following stipulations are met: )- All structures, additions or expansions shall meet setback and other requirements of this Ordinance, )- The lot shall be served by municipal sewer and water. )- Storm water is collected and treated in compliance with the City Storm Water Management Plan and Best Management Practices. Such treatment may be comprised of either on-site control, access to the City's storm water control system, or a combination of both, to be approved by the City Engineer. (3) Impervious surface coverage for all "C" and "I" Use Districts and for Park/Recreation uses may be allowed to exceed 75% of the total lot or exceed existing conditions on the lot which are over 75% provided the following stipulations are met: )- A conditional use permit is submitted and approved as provided for in subsection 1108.200. Improvements that will result in an increased rate of runoff directly entering a public water shall have all structures and practices in compliance with the City Storm Water Management Plan in place for the collection and treatment of storm water runoff or will be constructed in conjunction with a conditional use permit application. All the conditions in subsection 1104.306(2) above are satisfactorily met. 1 )- '. )- (4) Measures for the treatment of stormwater runoff and/or prevention of stormwater from directly entering a public water include such appurtenances as sediment basins (debris basins, desilting basins, or silt traps), installation of debris guards and microsilt basins on storm sewer inlets, oil skimming devices, etc. 1104 307 Additional Special Provision: (1) Residential subdivisions with dwelling unit densities exceeding those in subsection 1104.301 and 1104.302 of this subsection shall only be allowed if designed and approved as residential planned unit developments under subsection 1104.800. Only land above the ordinary high-water level of public water can be used to meet lot area standards, and lot width standards must be met at both the ordinary high-water level and at the building line. (2) Subdivisions of duplexes. triplexes, and quads on Natural Environment lakes must also meet the following standards: , City of Prior Lake May ], ]999 Il04/p8 Cynthia From: Sent: To: Cc: Subject: irchoff Jane Kansier Tuesday, November 05,20021 :12 PM 'Pat Lynch' Larry Pop pier; Sue McDermott; Cynthia Kirchoff RE: Revised Mickelson Site Plan, Welcome Avenue Pat: Thanks for the response. For other applications in this area, we have not allowed additional runoff. and have required a m intenance and monitoring agreement. I will also lorward your comments to our Engineering staff. Thanks again, Jane Kansie , AICP Planning Co rdinator City 01 Prior ake .''Original essage."" From: Pat Ly ch [mailto:pat.lynch@dnr.state.mn.usj Sent: Tuesd y, November 05, 2002 1 :06 PM To: JKansier CityolPRIORLAKE,com Subject: Rev sed Mickelson Site Plan. Weicome Avenue II the site dra ns to Markley Lake, the city may wish to consider limiting post,improvement runoff volume to no more than that under e isting conditions. Engineering will probably check the calculations to see il the proposed inliltralion and detention po ds accomplish this, The history I water level fluctuation and litigation at Markley Lake warrant extra attention to stormwater management in the Markley Lake watershed, Thank you 10 the opportunity to review nd reply. 1 MEMORANDUM 0: Jane Kansier, Planning Coordinator Cynthia Kirchoff, Planner November 6, 2002 Mickelson Site Plan for Outdoor Storage, 16705 Welcome Avenue pon review of the above referenced development application, I offer the following c mments: 1. The proposed outdoor storage of materials is not enclosed by a fence at least 6 feet in height. Section 11 02.1502 (4) a. 2. Storage of materials is proposed in the required front and rear yards. Section 1102.1502 (4) b., Section 1102.1600 (7) 3. Storage of materials shall be separated from parking and vehicular circulation by a concrete curb or line of planters. Section 1102.1502 (4) c. 4. Parking lot landscaping shall be separated from parking by concrete curbs. Section 1107.204 (10) f. 5. Off-street parking and drive aisles shall be a bituminous or concrete surface. Section 1107.204 (5). Section 117.205 (4). 6. One parking stall shall be provided for each 20,000 square feet of land devoted to outside storage. Section 1107.305. 7. A lighting plan was not submitted as part of the application. illumination levels shall not exceed 1.0 footcandle at the property line. Section 1107.1910 (1). Section 1107.1801 (4). 8. Landscaping selection and location does not provide adequate screening of the proposed outdoor storage. i1, L rn p-zr"'----~'---' /J 'W..-f"U-o ~k - 7 (; 0;0 MEMORANDUM TO: ORe Members FROM: Cynthia Kirchoff, Planner DATE: February 7,2003 RE: Mickelson Site Plan for Outdoor Storage Case No.: 02-080 Attached please find revised plans for the above referenced development application. Please review and provide your comments no later than Tuesday, February 18, 2003. The City has until Friday, February 21,2003, to act on the site plan. Thank you for your prompt attention to this matter. If you have any questions, please let me know. Attachments . ---_.,_.__.._-_.._~-,..__._-~---"~_.._--_._.__.~..~ CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: MICKELSON SITE PLAN. Revised An application for a site plan for outdoor storage on 1 .28 acres of property located on Welcome Avenue. I\PPLlCANT: Scott Mickelson :>ROJECT ENGINEERS: Steve Broyer, RLK Kuusisto, LTD. :::ONTACT PERSON: Steve Broyer, RLK Kuusisto, LTD. 952-259,9217 SITE INFORMATION ~ID#: 25,901-008,8 OCATION: This property is located at the north end of Welcome Avenue. IOXISTING ZONING: I (Industrial) COMPREHENSIVE PLAN: Planned Industrial i)ROJECT REQUEST: Review Site Plan DISTRIBUTE TO: APPLICATION FOR: Frank Boyles . Bud Osmundson Administrative Land Division Sue Walsh . Sue McDermott Comprehensive Plan Amend. Ralph Teschner . Larry Poppler Conditional Use Permit Chris Esser . Fire Chief Home Occupation Bob Hutchins . Bill O'Rourke Rezoning Don Rye . Site Plan Jane Kansier Preliminary Plat Cindy Kirchoff PUD DNR, Pat Lynch Minnegasco Final Plat County Hwy. Dept. Watershed Dist. Variance MNDOT Telephone Co. Vacation SMDC Electric Co, Mediacom Cable Met. Council ate Received 10/25/02 Date Distributed 10/25/02 Date Due 11/7/02 omplete Application 10/25/02 Date Distributed to 10/25/02 DRC Meeting 11/7/02 ate DRC ubllcatlon Date NA Tentative PC Date NA Tentative CC NA Date I E 0 Day Review Date 12/25/02 Review Extension 2/25/03 I: 02files\02siteplan\02-080 mickelson\referraI3.doc Page 1 - "-" -----..--.-- -"--_._._-_._-~--~._. .---.--------- -.._..~---_._.- I have reviewed the attached proposed request (Mickelson Site Plan - Revised Plans) pr the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy Septic System Gas Building Code Erosion Control Other ecommendation: Approval Denial Conditional Approval - - - omments: h:: /.L Qre.A..n V n 0 I '7€--n 10!.- /?-I \Gl.en Q.1'oDy-,.. r 1-< ~ /.LtL:,' 71 r, p v"-' 1"'>( DD(P-~ l.1' 0UltLUJt'. ('1 ~ /0 rzL" ft 'L )'on,t- ~7~-, , . !.!L.u 0,. ~1'1 La. I':>R-- /).J..{) o....r . -ct 1\. C!YY I ;::::'L.-l-f-I<. i '-<i. '. ~ .. (\~." 0 ) f7 0"-" a .1 ~ty &- t.Ln--c ot ;:,,/ (/. Ed rY.L..> i9-fQ/) f P"l' IV' A . a,re~ mLCA-J y~ ~ Xrt! O-(]iLd. lJ.-LJ tx___h,V '1 Lf") G '\....{.Q qll,rh o..,(!L i /;;) Hi. Q..Q , t:JO Oa7C Q\ cJ.. c:llaT due\- A T7;O 0 0_ CU--eP'-- : igned: Date: F lease return any comments by Thursday. November 7.2002, to ,ane Kansier, DRC Coordinator ( ity of Prior Lake 16200 Eagle Creek Avenue SE I rior Lake, MN 55372 I hone: (952) 447.9812 I ax: (952) 447-4245 E-mail: jkansier@cityofpriorlake.com I: 02filesI02siteplanI02-080 mickelsonlreferral3.doc Page 2 ~,... .--_..,---_.., _._._._---~.~-_.._- _._._______.._M._____~.'_ -'---"-'----'--'--" -----~._- HUEMOELLER, BATES & GONTAREK PLC ATTORNEYS AT LAW 16670 FRANKLIN TRAIL P.O. BOX 67 PRIOR LAKE, MINNESOTA 55372 (952) 447-2131 Fax: (952) 447,5628 E-mail: oriorlakelaw(ii)intecraonline.com J MES D, BATES LISON 1. GONT AREK B YCE D. HUEMOELLER OF COUNSEL: CHARLESC.HALBERG October 25,2002 s. Jane Kansier P ior Lake Planning Department ity of Prior Lake P ior Lake MN 55372 Hand Carried Re: Land Use Permit for Scott Mickelson ear Ms. Kansier: This letter is intended to supplement the other materials submitted for Mr. ickelson's Site Plan Application for use of his property at 16705 Welcome Avenue, P ior Lake, Minnesota. Mr. Mickelson intends to use his property as an outdoor storage area as permitted u der Section 1102.1502 (4) of the Zoning Code of the City of Prior Lake (June I, 2 01). All conditions are incorporated into Mr. Mickelson's plan, except for "f." I had s oken with City Engineering regarding this pavement requirernent, and they were, at at time, amenable to waiving this requirement for Mr. Mickelson. One of Mr. ickelson's rnain storage areas will be for black dirt. Storing black dirt on pavernent is c unterproductive to the rneasures required by the City for control of run offfrorn Mr. ickelson's property. At this time, no signage is conternplated for the site. If you have questions r garding the above, please don't hesitate to call. c : Scott Mickelson ~~urQ, M , ' ~'-, Allison J. Gontarek rrfD" ro;' ~ ra n 'l\fl f"E' R-, III -,LS ~ LS U \:I LSp Ii I~I ~21. I~I MEMORANDUM Jane Kansier, Planning Coordinator Cynthia Kirchoff, Planner November 6, 2002 Mickelson Site Plan for Outdoor Storage, 16705 Welcome Avenue pon review of the above referenced development application, I offer the following c mments: (l) !he l?roposed ?utdoor storage of materials is not enclosed by a fence at least 6 feet . m height. SectIOn 1102.1502 (4) a. oJ! Storage of materials is proposed in the required front and rear yards. Section ,.., 1102.1502 (4) b., Section 1102.1600 (7) ! 3. ) Storage of materials shall be separated from parking and vehicular circulation by a ./ concrete curb or line of planters. Section 1102.1502 (4) c. fr<r (" ('-- 'c,--';1' ~'Parking lot landscaping shall be separated from parking by concrete curbs. section - /1107.204 (10) f. -f/. Off,street parking and drive aisles shall be a bituminous or concrete surface. Section /1107.204 (5). Section 117.205 (4). ~ One parking stall shall be provided for each 20,000 square feet of land devoted to outside storage. Section 1107.305. ') j:Y"6'; F(,j (\ .; A lighting plan was not submitted as part of the application. Illumination levels shall . not exceed 1.0 footqndle at t. he property line. ,Section 1107.1910 (1)1 Section , LA- i\.\-r d.ll07.1801(4).,eNL.J1/\/J [t'JII/'(( C,' /~,!(( 'J("(UL~. ..S',. lV Landscaping selection and location does not provide adequate screening of the ' r ( I " 1~. (( ( proposed outdoor storage. I r t, """'""' /.:>-'I'-,c,<...I' Co.' Lt.. \.' \ ,vv', :fi Y:.€ ( V I C\ (~ /.l.U r C (LU , ~ \ \("n. 1'1 D\l ( 1(,) - OJ; Ij' 0\. c ~. t'>U I'(!\ l (I'''' o r-U'j\'~ .. C )" l ""J f 't, ; ( (. I, i \' ecember 16, 2002 cot! Mickelson 3535 Quentin Avenue avage, MN 55378 E: Site Plan Review for Outdoor Storage, 16705 Welcome Avenue ear Mr. Mickelson: hank you for submitting revised plans to the City on December 9, 2002, for the above r ferenced development application. Although many issues have been addressed with t e revised plans, the site plan must be in compliance with all relevant ordinances and olicies prior to the City approving the plans. n December 11, 2002, I faxed Alison Gontarek a memorandum from Larry Poppler, ssistant City Engineer outlining engineering issues. In this correspondence, I also oted the following planning issues: 1. Landscaping is proposed in the right-of-way easement. 2. Areas not covered with bituminous surface shall be landscaped with grass or landscape material (Section 1107.904 General Provisions and Landscape Requirements.) 3. A small portion of additional fencing should be piaced adjacent to the proposed parking stalls to screen the rock storage bins. s you recall from the correspondence dated November 1, 2002, from Jane Kansier, in ccordance with Section 1108.900 of the City Zoning Ordinance, the Planning staff has t notify you within 60 days, or by December 25, 2002, abut the action on this pplication. However, since all previously noted issues have not been addressed with t e revised plans, the City will be unable to approve the plans, unless all required i formation is submitted no later than Thursday, December 19, 2002. I you cannot provide all the information by this date. you have the opportunity to sign a aiver to extend the deadline for 60 days or to February 23, 2003. I have enclosed a aiver form that, if you desire to extend the deadline, must be signed and returned to yself no later than Thursday, December 19, 2002. If the information is not submitted r the waiver is not signed, the City will be unable to approve the site plan by December 3,2002. , 16200 E gle Creek Ave, S,E.. Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNIlY EMPLOYER Mr. Scott Mickelson December 16, 2002 Page 2 Please contact me at (952) 447-9813, if you have questions relative to the review process or related issues. Thank you for your patience and attention to this matter. Sincerely, ~ifLCt~Jtt() Cynthia R. KirC~~ff\crc~ Planner Enclosure CC: Alison Gontarek via fax DRC . 1:\02files\02siteplan\02-080 mickelson\waiver letter 12.02.doc Page 2 WAIVER OF 120 DAYS MINNESOTA STATUTES SECTION 15.99, A COPY OF WHICH IS ATTACHED, REQUIRES TIIE CITY OF PRIOR LAKE ("CITY") TO APPROVE OR DENY A ZONING RELATED APPLICATION WITI:IIN 60 DAYS OF RECEIVING A COMPLETED APPLICATION. TI:IE CITY MAY EXTEND TI:IE TIMELINE BEFORE TI:IE END OF TI:IE 60-DA Y PERIOD BY PROVIDING YOU WRITTEN NOTICE. TI:IE CITY RECEIVED YOUR APPLICATION FOR A SITE PLAN AND DETERMINED IT WAS COMPLETE ON OCTOBER 25, 2002 AND THAT STAFF WOULD TAKE ACTION ON YOUR REQUEST BY DECEMBER 25,2002. BY LAW, ANY EXTENSION BEYOND DECEMBER 25, 2002, MUST BE APPROVED BY TI:IE APPLICANT. YOU HAVE REQUESTED/AGREED TO AN EXTENSION TO FEBRUARY 23, 2002. TI:IE REASON FOR TI:IE EXTENSION IS AS FOLLOWS: To allow the applicant to submit revised plans that are in compliance with all relevant zoning ordinance provisions and City policies. BY SIGNING TI:IIS WAIVER YOU ACKNOWLEDGE: A) RECEIVING A COpy OF MINNESOTA STATUTE SECTION 15.99; B) THAT YOU WERE ADVISED TI:IAT TI:IIS W AlVER AFFECTS YOUR PROPERTY RIGHTS AND THAT YOU MAY WANT TO REVIEW IT W1TI:I AN ATTORNEY; C) YOU HAVE AGREED TO THE EXTENSION; D) YOU W AlVE ALL RIGHTS UNDER MINNESOTA STATUTE SECTION 15.99. SIGNATURE OF THE APPLICANT: PRINT NAME OF TI:IE APPLICANT: DATE: , 1:\02files\02siteplan\02-080 mickelson\waiver.doc CITY F PRIOR lAKE 16200 EAGLE CREEK AVENUE SE, PRIOR lAKE, MN 55372 Date: December 18, 2002 Number of pages including cover 3 sheet: To: Alison Gontarek From: C nthia Kirchoff, AICP Planner Phon Fax one: 447,5628 Cit of Prior lake 16200 Ea Ie Creek Avenue SE Prior Lake, MN 55372 cc: o Urgent I:8J For your review 0 Reply ASAP o Please conunent ftLE COP'l cott Mickelson 1 535 Quentin Avenue avage, MN 55378 Site Plan Review for Outdoor Storage, 16705 Welcome Avenue his letter is in reference to my correspondence dated December 16, 2002, c ncerning the above referenced development application. I informed you that if r vised plans were not submitted by December 19, 2002, the City would be u able to approve the site plan by December 23, 2002, and that you could sign a aiver that would extend the deadline for City action to February 23, 2003. The ity received the signed waiver on December 17, 2002. I order for the City to meet the February 23, 2003, deadline to approve the site p an, revised plans must be submitted by Friday, February 14, 2003. All e gineering and planning issues must be addressed in the revisions. hank you for your prompt attention to this matter. If you have any questions, p ease feel free to contact me at 447-9813. ~ " ynthia R. Kirchoff, AICP lanner c Allison Gontarek, Huemoeller & Bates DRC , 16200 Ea Ie Creek Ave, S.E., Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER HUEMOELLER & BATES ATTORNEYS AT LAW 16670 FRANKLIN TRAIL, #210 POST OFFICE BOX 67 PRIOR LAKE, MINNESOTA 55372 Telephone: 952.447.2131 Facsimile: 952.447.5628 E.mail: huemoellerbates{al.ao1.com r:\~@ [{rr~nc-' ".! Ir~r- .. ~.; ';'--111 ilt jU\JI IJ[I B YCE D. HUEMOELLER J ES D. BATES ALISON J. GONTAREK OF COUNSEL: CHARLESC,HALBERG June 26, 2002 . Don Rye Panning Director C ty of Prior Lake P ior Lake MN 55372 Hand Carried Re: Site Plan Application for Scott Mickelson D ar Mr. Rye: Enclosed please find a Site Plan Application for Scott Mickelson's use of his p operty at 16705 Welcorne Avenue, Prior Lake, Minnesota. Mr. Mickelson's proposed u e falls within the permitted use with conditions of "Outdoor Storage" under Ordinance I 02.1502 (4). Also enclosed is a completed grading permit application. This is being s brnitted at the suggestion of Sue McDermott, City Engineer, for the purposes of d aling with the stockpiling of dirt on Mr. Mickelson's property. Mr. Mickelson has been working with Steve Harvey ofRLK-Kuusisto on an e gineered site plan. When the survey was commissioned in May, the engineering p oject was offered to Greg Halling. Mr. Halling was unable to commit to the project d it was at that time, the first week in June, that Mr. Harvey was contacted. Because of tr vel schedules and unforeseen staffing issues, Mr. Harvey has not been able to c rnplete the site plan as of the date of this subrnission. However, Mr. Harvey has i formed Mr. Mickelson that the project will be addressed in the next few days, with a p an available by Friday, June 28, 2002. At the City's request, Mr. Mickelson has already made numerous improvements cluding removal of a quonset hut, removal of a trailer, general clean up and removal of a Ish house/shed. Consistently, Mr. Mickelson has cooperated with City requests. Mr. Mickelson is applying for a permitted use under the Ordinances. He is a small b siness owner and within the parameters of his ability to generate revenue, he is willing t invest in his property. When he was originally informed by the City of the need to bing his property into compliance, he immediately began the limited amount of work he c uld do in the dead of winter. When an extension was requested, it was based on the n ed for a thaw to cornplete removal of the structures on the property. Those structures now gone. The original five issues presented by Steve Horsman to Scott Mickelson h ve been taken care of. The quonset hut is gone, the wood shed/fish house is gone, the tr iler and any residential arrangement regarding that trailer are gone, the 'junk" has b en cleaned up and this application is being rnade so that Mr. Mickelson can conduct h's business as provided for under Prior Lake City Ordinances. The cease and desist order was extended to June 30, 2002, something that Mr. ickelson appreciates. However, I have received correspondence frorn Mr. Horsman st ting that Mr. Mickelson is required to have his site plan application approved by June 3 in order to continue operating his black dirt and roll off business. During our d'scussion about the extension, Mr. Horsman repeatedly told both Mr. Mickelson and me t t "if additional time was needed bring this lot [zoned I-I] into compliance that it w uldn't be a problem." Mr. Horsman acknowledged Mr. Mickelson's cooperative a itude and his actions based on the City's request for compliance. Mr. Mickelson agrees that there is work to be done on his property. He feels c nfident that he will be able to fulfill the Ordinance requirements. He is awaiting an a proved site plan before making additional changes to ensure he makes the proper c anges. IF, as Mr. Horsman has stated in his correspondence, the City interferes at this pint with Mr. Mickelson's conduct of his business, the ability to implernent any a proved site plan will be sacrificed and Mr. Mickelson's ability to earn a living for his f ily will be severely impaired. Mr. Mickelson's property is surrounded by non- c nforming uses. I submit that Mr. Mickelson's application is not complete or as early as we had ticipated. Likewise, Mr. Mickelson is a cooperative business owner who has willingly e pended a considerable amount of money to have his property surveyed, has contracted to have an engineering plan developed and has made significant changes to his property to demonstrate his cooperative attitude. I would anticipate that based on the foregoing, Mr. on Rye Plann'ng Director June 6, 2002 Page no ac ion will be taken against Mr. Mickelson's operation of his business until a dete ination has been made on his site plan application. ~:u~, Au- Allison J. Gontarek cc: S ott Mickelson Encl sures CITY F PRIOR LAKE 16200 EAGLE CREEK AVENUE SE, PRIOR LAKE, MN 55372 Date: December 16, 2002 Number of pages including cover 5 sheet: To: Alison Gontarek From: C nthia Kirchoff, AICP Planner Cit of Prior Lake 16200 Ea Ie Creek Avenue SE Fax one: 447,5628 Phon cc: MARKS: o Urgent ~ For your review 0 Reply ASAP o Please comment Alison This is regarding the Scott Mickelson site plan. Thank you. Cindy irchoff VLV. V. LIVVL I.V}11lI I 11V, III b r, L HUEMOELLER, BATES & GONTAREK PLC ATIORNEYS AT LAW !r,,---;;;-", f' .; , 16670~~~IL :,D)rL5@LE\ Ill=-__ PRIOR LAKE, MINNESOl' A 55372 I : ( DEe 9 2002 (952) 44Hl3l ;1,\; Fax: (952) 447-5628 i I .. i. E-mail: nriorlakelawraJinteeraonline,com U LJ L-___ ,,- ; Ii i/ ;1 iL:./ I I JAM S D, BATES ALL SON J. GONTAREK BRY ED. HUEMOELLER OF COUNSEL: CHARLESC.HALBERG Decernber 8, 2002 Ci of Prior Lake Prio Lake Planning Department Ci of Prior Lake Prio Lake MN 55372 Re: Scott Mickelson, 16705 Welcome Avenue Property To horn It May Concern: This letter is provided to give further detail on Mr. Mickelson's planned use and stor ge on his property on Welcome Avenue in Prior Lake, Minnesota. Mr. Mickelson intends to continue to use his property as an outdoor storage area as p nnitted under Section 1102.1502 (4) of the Zoning Code of the City of Prior Lake (run 1,2001), Mr. Mickelson will store black dirt, decorative rock and roll off con . ers while they are not in use. There are currently five box trailers on the premises. Mr. ickelson will be removing one soon and will eventually remove a second, leaving thre . The five trailers currently store general household items for Mr. Mickelson's fam' y and tools he uses in his business, The remaining three trailers will continue to stor such items, Mr. Mickelson has complied with every request made to him by the City. ~1"1 truly yoursA k \ ~ /-1. Ailison J, Gontarek cc: S ott Mickelson I~V. I I I U r, L HUEMOELLER, BATES & GONTAREK PLC , ATTORNEYS AT LAW 16670 FRANKLIN TRAIL P,O, BOX 67 PRIOR LAKE, MINNESOTA 55372 (952) 447-2131 Fax: (952) 447-5628 E-mail: oriorlak.law@intelmlonline.com AMES D, BATES LLISON J. GONTAREK RYCE D. HUEMOELLER Ir' ,-' rr::> ~ n -. n-~7' ,!i\\ ~ "=715 LI \::i ;;, lUll ' il rXI DEe 9 2002 : i 111\\':,')/ iLJ lli ii./ OF COUNSEL: CHARLESC,HALBERG December 8, 2002 ity of Prior Lake rior Lake Planning Department ity of Prior Lake rior Lake MN 55372 Re: Scott Mickelson, 16705 Welcome Avenue Property o Whom It May Concern: This letter is provided to give further detail on Mr. Mickelson's planned use and s orage on his property on Welcome Avenue in Prior Lake, Minnesota. Mr. Mickelson intends to continue to use his property as an outdoor storage area a pennitted under Section 1102.1502 (4) of the Zoning Code of the City of Prior Lake ( une 1,2001). Mr, Mickelson will store black dirt, decorative rock and roll off c ntainers while they are not in use. There are currently five box trailers on the premises. . Mickelson will be rernoving one soon and will eventually remove a second, leaving ee. The five trailers currently store general household items for Mr. Mickelson's ily and tools he uses in his business, The remaining three trailers will continue to s re such items, Mr. Mickelson has complied with every request made to him by the City. ~~ tnlly your6 1uL ''-~ . Allison J. Gontarek c : Scott Mickelson MEMORANDUM TO: DRC Members FROM: Cynthia Kirchoff, Planner DATE: December 10, 2002 RE: Mickelson Site Plan for Outdoor Storage - Revised Plans Attached are the revised plans for the above referenced development review application. The plans have been revised based upon the information provided to Scott Mickelson at the November 14, 2002, DRC meeting. Please review and provide your comments no later than Monday, December 16, 2002. The City has until December 23, 2002, to act on the site plan. Thank you for your prompt attention to this matter. If you have any questions, please let me know. Attachment filE COP~ cott Mickelson 1 535 Quentin Avenue avage, MN 55378 City of Prior Lake Review for Completeness for Site Plan Application for Welcome Avenue Property n October 25, 2002, the City of Prior Lake determined all of the necessary submittals f r the above application have been received. This letter serves as your official otification that the application is now complete. he DRC will now begin formal review of this request. We will notify you of any dditional information or any changes to the plans that may be required. If necessary, e will schedule a DRC meeting with you to review this application. In accordance with ection 1108.900 of the City Zoning Ordinance, the Planning staff will notify you within o days, or by December 25, 2002, abut the action on this application. I you have questions relative to the review process or related issues, please contact me irectly at 952-447-4230. incereJy, 1/_ . Q.~ ane Kansier, AICP Janning Coordinator c: Alison Gontarek Steve Broyer DRC Members I 02files\02siteplan\02-0BO mickelson\complete.doc Page 1 16200 E gle Creek Ave. S.L Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNIn' EMPLOYER November 25, 2002 Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan Review for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: On November 14, 2002, the City staff met you and Alison Gontarek to discuss the above referenced development application. As you are aware, the plans need to be revised to incorporate the comments provided to you by the planning, engineering, and building departments. In order for the development review process to continue, please submit revised plans no later than Monday, December 9, 2002. If you have questions relative to the review process or related issues, please contact me at (952) 447-9813. Thank you. Sincerely, . ~ ~.'" C(:P1V~~2~ ( ~J{ Z/!' " C) Cynthia R. Kircho ,AICP '- Planner cc: Alison Gontarek . 1:\02fi1es\02siteplan\02-080 mickelson\comment letter 2.doc Page 1 1620 Eagle Creek Ave. S.E.. Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER November 25, 2002 Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: Site Plan Review for Outdoor Storage, 16705 Welcome Avenue Dear Mr. Mickelson: On November 14, 2002, the City staff met you and Alison Gontarek to discuss the above referenced development application. As you are aware, the plans need to be revised to incorporate the comments provided to you by the planning, engineering, and building departments. In order for the development review process to continue, please submit revised plans no later than Monday, December 9, 2002. If you have questions relative to the review process or related issues, please contact me at (952) 447-9813. Thank you. Sincerely, . ~ .~."'" C(P lrtU2~ (~~e( ~)/() Cynthia R. Kircho ,AICP , - Planner cc: Alison Gontarek 1:I02filesI02siteplanI02.080 mickelsonlcomment letter 2.doc Page 1 162 0 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER Jane Kan ier From: Sent: To: Subject: Pat Lynch [pat.lynch@dnr.state.mn.us] Tuesday, November 05, 2002 1 :06 PM JKansier@CityofPRIORLAKE.com Revised Mickelson Site Plan, Welcome Avenue If the site dr ins to Markley Lake, the city may wish to consider limiting post-improvement runoff volume to no more than that un er existing conditions. Engineering will probably check the calculations to see if the proposed infiltration and detenti ponds accomplish this. The history of water level fluctuation and litigation at Markley Lake warrant extr attention to stormwater management in the Markley Lake watershed. Thank you f r the opportunity to review nd reply. 1 ()2-~ Engineering. Planning. Surveying. Landscape Architecture Octob r 23,2002 r-.-' ':0'\ ill @ (g 0 WJ [: '.--] !W;! rx:r 2 A. :i/I/: iU~ Jt0j Jane ansier City 0 Prior Lake 16200 Eagle Creek Ave. SE Prior ake, MN 55372 Re: The Mickelson Property Prior Lake, Minnesota Project # 2002-391-M Dear J e: The fo lowing is in regards to signage requirements for the proposed development of the project refere ced above. Due to the use and location of the project no signage is contemplated at this time. fyou have any questions please contact Steve Harvey or myself at 952-933-0972 Sincer Iy, -~ Copy: Allison Gontarek, Steve Broyer, and Steve Harvey Offices: Hibbing . Minnetonka . Ham Lake . Twin Ports (952) 933-0972 . 6TIO Blue Circle Drive' Suite 100 . Minnetonka, MN 55343 . FAX (952) 933.TI53 Equal Oportunity Employer FILE COpy cott Mickelson 1 535 Quentin Avenue avage, MN 55378 City of Prior Lake Review for Completeness for Site Plan Application for Welcome Avenue Property n June 27, 2002, the City of Prior Lake Development Review Committee (DRC) r ceived a Site Plan Application for an outdoor storage use in the I (Industrial) District. e have determined the following information must be submitted before we will consider t is application complete: 1. A written description of the proposed use of the site. A landscaping plan identifying the required landscaping and fencing. An indication on either the site plan or as part of a narrative on whether or not any exterior lighting or signage will be included on this site. he above items must be submitted before we will consider this a complete application. I the meantime I will route the information you have submitted to the appropriate staff f r a preliminary review. Once we have completed our preliminary review, we will notify u of any required changes to the plans. If necessary, we will schedule a DRC eeting to review this plat. hank you for your attention to this matter. If you have questions relative to the site Ian review process, or related issues, please contact me directly at 952-447-9810. incerely, O. ~ J ne Kansier, AICP lanning Coordinator Allison Gontarek Steve Broyer, RLK Kuusisto, LTD. DRC Members I: 2fiJesI02siteplan\02-0aO mickelsonl,incomplete.doc Page 1 16200 E gle Creek Ave. S.L Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER fILE COPl July 26, 2002 Scott Mickelson 13535 Quentin Avenue Savage, MN 55378 RE: City of Prior Lake Review for Completeness for Site Plan Application for Welcome Avenue Property Dear Mr. Mickelson: Attached are the preliminary review comments on your plan from the City Engineering Department and the City Building Department. These comments must be addressed before we can approve this plan. We have just received additional plans today. We will continue to review these plans and advise you of any required changes. Thank you for your attention to this matter. If you have questions relative to the site plan review process, or related issues, please contact me directly at 952-447-9810. Sincerely, U", . . a.~ ane Kansier, AICP Planning Coordinator cc: Allison Gontarek Steve Broyer, RLK Kuusisto, LTD. DRe Members 1:\02files\02siteplan\02..oBO mickeison\comment tetter.doc Page 1 16200 agle Creek Ave. S.L Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER FILE COpy cott Mickelson 1 535 Quentin Avenue avage, MN 55378 City of Prior Lake Review for Completeness for Site Plan Application for Welcome Avenue Property n July 26, 2002, the City of Prior Lake Development Review Committee (DRC) r ceived additional information for the Site Plan Application for an outdoor storage use in tel (Industrial) District. However, we have determined the following information must s ill be submitted before we will consider this application complete: 1 A written description of the proposed use of the site. 2 An indication on either the site plan or as part of a narrative on whether or not any exterior lighting or signage will be included on this site. e above items must be submitted before we will consider this a complete application. n July 26, 2002, I sent you the preliminary review comments on the information we had r ceived thus far. I am enclosing these comments again for your information. You may ant to address these comments in your next submittal. Tank you for your attention to this matter. If you have questions relative to the site plan r view process, or related issues, please contact me directly at 952-447-9810. Sincerely, Q.~ J ne Kansier, AICP Planning Coordinator c : Allison Gontarek Steve Broyer, RLK Kuusisto, LTD. ORC Members 1: filesl02siteplanlONl80 mickelson\incomp!ete2.doc Page 1 16200 Ea Ie Creek Ave S.L Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNIT\' EMPLO'y'ER .,":;:~',.;': ".A 'd' - ",' ~:tan 11m '.".d......">..d.... . ,',' ",." DATE: July 22,2002 TO: Jane Kansier, Planning Coordinator FROM: Larry Poppler, Assistant City Engineer RE: Mickelson Property The Engineering Department has reviewed the subject preliminary plans and has the following comments: 2. 3. 4. 5. 6. 7. 8. 9. 17. 18. 19. 20. 21. 22. 23. 1. Show adjacent plats, property lines, section lines, streets, existing storm drains, and appurtenances. Need the signature of the company responsible for the erosion control plan preparation, implementation, and maintenance. Show contours further into adjacent property to accurately depict the existing drainage patterns. Show all existing and proposed easements on the plan. Show property comers and property information. Show City of Prior Lake's project number on the plan. Trees need to be shown on site. Provide clearing and grubbing limits and construction limits. Show 2-yr, 10-yr, and 100-yr design drainage boundaries. Show note stating that all silt fence to be installed by the contractor and inspected by the City prior to any site work. Show that slopes greater or equal to 1:4 will have erosion control blanket installed immediately after grading. Need to show 10 foot bench in pond area. The top of berm in the pond area should be a minimum of one foot higher than the HWL of the pond. Show size and type of storm sewer used on the project. Show detail for the outlet flared end sections. Need inverts for the storm piping. The details for the outlet control structures is not shown. Detail sheet missing. Follow the provisions of the Public Works Design Manual for the format and standards of the design drawings. The project location map should be included. Label all streets. Show all existing utilities including gas, electric, cable, telephone lines, pipelines, etc. Provide benchmark information on all sheets. The I "=20' scale is appropriate for this plan. The drawing mentions berming around the site to contain stormwater. Provide spot elevations or contours to show this berming. It appears that work is shown outside the property lines. Provide design typical sectign for the roadways and parking areas. 10. II. 12. 13. 14. 15. 16. . L:\02FILES\02siteplan\02-080 mickelsonlMickelson eng REVIEW1.DOC 24. Provide contour modifications to show the placement of the new parking and roadway facilities. 2 .... WSB & A.ssocfat.... Inc. Memorandum To: Larry Poppler, P.E., Assistant City Engineer City of Prior Lake From: John Mackiewicz, Water Resource Specialist WSB & Associates, Inc. Date: July 23, 2002 Re: Review of Prior Welcome Avenue Site Plans WSB Project No. 1430-20 As requested, we have completed our water resource review of the Welcome A venue Site plans dated June 28, 2002. Based on our review, we offer the following comments: General Comments This site is located in close proximity to Markley Lake, a land locked basin (see attached figure). Because of past litigation involving Markley Lake, the design criteria for this plan is different than in other areas within Prior Lake. Design criteria in addition to those found in the Prior Lake Public Works Design Manual are outlined below. 1. Develop an infiltration / storage system that has the storage capacity to accommodate at least all runoff from 1 year 24 hour rainfall event. This system should also have the capacity to infiltrate all runoff from the I year runoff event within 72 hours. 2. Provide computations that the improvements shall allow no increase in runoff volume from the site for the 100 year event. 3. Provide a plan demonstrating all runoff is treated prior to discharge into infiltration area. 4. Utilize conservative infiltration rates in the design computations that will reflect reductions in infiltration rates that will occur over the lifetime of the infiltration basin. 5. Provide a maintenance / monitoring agreement with the city to ensure the system will continue to function in perpetuity. This agreement shall indicate: L rry Poppler, P.E. Ji Iy 23, 2002 a. The developer must implement a monitoring program to demonstrate that the infiltration basin continues to provide adequate infiltration capacity in the future. If the average infiltration rate of the basins falls below the rate required to meet the infiltration requirement, the owner needs to increase the infiltration capacity of the site either by increasing the area of the infiltration basins or by removal of silt to increase the infiltration rate. b. The monitoring program will require that a water level recorder be installed and the results of the monitoring program be submitted to the city on an annual basis by November I st in order to establish whether the basin continues to provide the required infiltration rate. c. The developer shall provide a maintenance agreement with the city that is recorded with the parcel that outlines the monitoring and maintenance responsibilities that will be tied to the operation of the storm water management system. 6 If an outlet to Markley Lake is provided in the future, design criteria may change, S ormwater Mana ement Comments 1 A detail ofthe outlet structure should be included with the plans. 2 According to the Scott County Soil Survey, there are B soils present on the site. Please adjust the runoff curve numbers accordingly. 3 For Hydrologic Soils group B an infiltration rate of .15 inlhour should be used. Site specific percolation and soil boring data may be used to establish an infiltration rate if completed by a licensed soil scientist or engineer. The measured rate should be supported by published soil infiltration rates. 4 The infiltration area should be disced to decrease soil compaction. Details of all retaining walls 4 ft or over should be submitted with the plans. 5 The infiltration basin should be seeded with MnDOT mix 25B to provide for the establishment of plants tolerant of the anticipated hydrologic regimes. 6. All proposed grades should be shown on the grading plan. 7. There are serious concerns that the proposed black dirt stockpile located adjacent to the treatment pond will pose long term erosion problems resulting in siltation of the treatment pond. Permanent erosion control measures for the stockpile should be included with the plan including a formal area that will trap silt and water. . C: I WINDOWSI Temporary internel Files\OLK6/ FI \071802fpwil.doL' Larry Poppler, P.E. July 13, 1001 This concludes our review of the W e1come Avenue Site Plan. If you have any questions or need additional information, please feel free to call me at (763)287-7194. c. Dave Hutton, P.E., WSB . C:\WINDOWSlTemporary Internet Files',OLK61 F1I07 1802lpwa.doc MORANDUM F llowing are the results of the preliminary plan review for the Mickelson site. Our r view was based on the Minnesota State Building Code (MSBC) which adopted with endments the 1997 Uniform Building Code (UBC) with handicap regulations of the innesota Accessibility Code Chapter 1341 and with requirements of the 1998 innesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform F re Code (UFC). JULY 22, 2002 JANE KANSIER ROBERT D. HUTCHINS MICKELSON SITE PLAN REVIEW I. Provide narrative of activities at site. 2. Indicate activities performed in office. 3. Indicate materials to be stored in trailers. 4. Provide building plans for the office. 5. Provide lavatory facilities. This is a non-sewered site; an Individual Septic Treatment System (ISTS) is required. 6. Provide heating power source. 7.' Building, plumbing and heating permits will be required from the City. An electrical permit will be required from the Minnesota State Board of Electricity. An ISTS permit will be required from the Scott County Environmental Health Department. DATE: July 22,2002 TO: Jane Kansier, Planning Coordinator FROM: Larry Poppler, Assistant City Engineer RE: Mickelson Property The Engineering Department has reviewed the subject preliminary plans and has the following comments: 1. Show adjacent plats, property lines, section lines, streets, existing storm drains, and appurtenances. 2. Need the signature of the company responsible for the erosion control plan preparation, implementation, and maintenance. 3. Show contours further into adjacent property to accurately depict the existing drainage patterns. 4. Show all existing and proposed easements on the plan. Show property comers and property information. 5. Show City of Prior Lake's project number on the plan. 6. Trees need to be shown on site. 7. Provide clearing and grubbing limits and construction limits. 8. Show 2-yr, lO-yr, and 100-yr design drainage boundaries. 9. Show note stating that all silt fence to be installed by the contractor and inspected by the City prior to any site work. 10. Show that slopes greater or equal to 1:4 will have erosion control blanket installed immediately after grading. Need to show 10 foot bench in pond area. II. The top of berm in the pond area should be a minimum of one foot higher than the HWL of the pond. 12. Show size and type of storm sewer used on the project. 13. Show detail for the outlet flared end sections. 14. Need inverts for the storm piping. 15. The details for the outlet control structures is not shown. Detail sheet missing. 16. Follow the provisions of the Public Works Design Manual for the format and standards of the design drawings. The project location map should be included. 17. Label all streets. 18. Show all existing utilities including gas, electric, cable, telephone lines, pipelines, etc. 19. Provide benchmark information on all sheets. 20. The I "=20' scale is appropriate for this plan. 21. The drawing mentions berming around the site to contain stormwater. Provide spot elevations or contours to show this berming. 22. It appears that work is shown outside the property lines. 23. Provide design typical secti9n for the roadways and parking areas. L:\02FILES\02siteplan\02.080 mickelsonlMickelson eng REVIEWl.DOC 24. Provide contour modifications to show the placement of the new parking and roadway facilities. 2 ... WSB & AssocIates, Inc. Memorandum To: Larry Pop pier, P.E., Assistant City Engineer City of Prior Lake From: John Mackiewicz, Water Resource Specialist WSB & Associates, Inc. Date: July 13, 1001 Re: Review of Prior Welcome Avenue Site Plans WSB Project No. 1430-10 As requested, we have completed our water resource review of the Welcome A venue Site plans dated June 28, 2002. Based on our review, we offer the following comments: General Comments This site is located in close proximity to Markley Lake, a land locked basin (see attached figure). Because of past litigation involving Markley Lake, the design criteria for this plan is different than in other areas within Prior Lake. Design criteria in addition to those found in the Prior Lake Public Works Design Manual are outlined below. I. Develop an infiltration / storage system that has the storage capacity to accommodate at least all runoff from I year 24 hour rainfall event. This system should also have the capacity to infiltrate all runoff from the I year runoff event within 72 hours. 2. Provide computations that the improvements shall allow no increase in runoff volume from the site for the 100 year event. 3. Provide a plan demonstrating all runoff is treated prior to discharge into infiltration area. 4. Utilize conservative infiltration rates in the design computations that will reflect reductions in infiltration rates that will occur over the lifetime of the infiltration basin. 5. Provide a maintenance / monitoring agreement with the city to ensure the system will continue to function in perpetuity. This agreement shall indicate: --...".'--.---.-----.-...---.>--.---.---..------..---.--- ...._-".._,._.~.,..._-_.,._._.._._-.- Larry Poppler, P.E. July 23, 2002 a. The developer must implement a monitoring program to demonstrate that the infiltration basin continues to provide adequate infiltration capacity in the future. If the average infiltration rate of the basins falls below the rate required to meet the infiltration requirement, the owner needs to increase the infiltration capacity of the site either by increasing the area of the infiltration basins or by removal of silt to increase the infiltration rate. b. The monitoring program will require that a water level recorder be installed and the results of the monitoring program be submitted to the city on an annual basis by November 1 st in order to establish whether the basin continues to provide the required infiltration rate. c. The developer shall provide a maintenance agreement with the city that is recorded with the parcel that outlines the monitoring and maintenance responsibilities that will be tied to the operation of the storm water management system. 6. If an outlet to Markley Lake is provided in the future, design criteria may change. Stormwater Mana ement Comments 1. A detail of the outlet structure should be included with the plans. According to the Scott County Soil Survey, there are B soils present on the site. Please adjust the runoff curve numbers accordingly. For Hydrologic Soils group B an infiltration rate of .15 inlhour should be used. Site specific percolation and soil boring data may be used to establish an infiltration rate if completed by a licensed soil scientist or engineer. The measured rate should be supported by published soil infiltration rates. The infiltration area should be disced to decrease soil compaction. Details of all retaining walls 4 ft or over should be submitted with the plans. The infiltration basin should be seeded with MoDOT mix 25B to provide for the establishment of plants tolerant of the anticipated hydrologic regimes. All proposed grades should be shown on the grading plan. There are serious concerns that the proposed black dirt stockpile located adjacent to the treatment pond will pose long term erosion problems resulting in siltation of the treatment pond. Permanent erosion control measures for the stockpile should be included with the plan including a formal area that will trap silt and water. C:\WINDOWSITemporary Internet Files\OLK6/F1\07 1802/pwa.doc Larry Poppler, P.E. July 23, 2002 This concludes our review of the Welcome A venue Site Plan. If you have any questions or need additional infonnation, please feel free to call me at (763)287-7194. c, Dave Hutton, P.E., WSB C:\WINDOWS\Temporary Internet FiJes\OLK61 Fl\071802Ipwa.doc MEMORANDUM DATE: JULY 22, 2002 JANE KANSIER OM: ROBERT D. HUTCHINS MICKELSON SITE PLAN REVIEW ollowing are the results of the preliminary plan review for the Mickelson site, Our eview was based on the Minnesota State Building Code (MSBC) which adopted with enclments the 1997 Uniform Building Code (UBC) with handicap regulations of the innesota Accessibility Code Chapter 1341 and with requirements of the 1998 innesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform ire Code (UFC). 1. Provide narrative of activities at site. 2. Indicate activities performed in office. 3. Indicate materials to be stored in trailers. 4. Provide building plans for the office. 5. Provide lavatory facilities. This is a non-sewered site; an Individual Septic Treatment System (ISTS) is required. 6. Provide heating power source. 7. Building, plumbing and heating permits will be required from the City. An electrical permit will be required from the Minnesota State Board of Electricity. An ISTS permit will be required from the Scott County Environmental Health Department. '. I R C , S J 1 F e I: 10/10 3~ lid have reviewed the attached proposed request (Mickelson Site Plan) for the following: 4690 Colorado SlreetSE PrlDf Lalle, MN 55372 Malile: ~12) 919.5887 FeD: 1952) 221S-375e """.~tegratelecom,COOl wwwJntegrabtlecorn.com Water Sewer Zoning Parks Assessment Polley Septic System Erosion Control City Code Storm Water Flood Plain Natural Features Electric Gas Other TE LE. Grading Signs County Road Access Legal Issues Roads/Access Buildin Code Conditional Approval Date: '7-/5-D"2-. ecommendation: X- Approval Denial Please return any comments by Wednesday. Julv 24, 2002, to omments: NO C.ONC.E.~N ~ 7J.tegra TELECOM Don Barlage O~S.P. Engineering & Design Dlnlct Dial: (lIS?) 226-7064 igned: ane Kansier, ORC Coordinator City of Prior Lake 6200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (952) 447-9812 ax: (952) 447-4245 -mail: jkansier@cityofpriorlake_com I02filesl02s1teplanl02.0BO mlckelsonlreferral.doc ld W083l31 1I~931NI Page 2 89LE91:1:G9& 1:p:80 1:001:/91/L0 CITY OF PRIOR LAKE DRC PROJECT REVIEW CHECKLIST PROJECT NAME: MICKELSON SITE PLAN An application for a site plan for outdoor storage on 1.28 acres of property located on Welcome Avenue. APPLICANT: Scott Mickelson PROJECT ENGINEERS: Steve Brayer, RLK Kuusisto, LTD. CONTACT PERSON: Steve Broyer, RLK Kuusisto, LTD. 952-259-9217 SITE INFORMATION PID#: 25-901-008-8 LOCATION: This property is located at the north end of Welcome Avenue. EXISTING ZONING: I (Industrial) COMPREHENSIVE PLAN: Pianned Industrial PROJECT REQUEST: Review Site Plan DISTRIBUTE TO: 01 APPLICATION FOR: I . Frank Boyles . Bud Osmundson Administrative Land Division . Sue Walsh . Sue McDermott Comprehensive Plan Amend. . Ralph Teschner Conditional Use Permit . Chris Esser . Fire Chief Home Occupation . Bob Hutchins . Bill O'Rourke Rezoning . Don Rye . Site Plan Jane Kansier Preliminary Plat PUD . DNR - Pat Lynch . Minnegasco Final Plat County Hwy. Dept. Watershed Dist. Variance MNDOT . Telephone Co. Vacation SMDC . Electric Co. Mediacom Cable Met. Council Date Received 6/27/02 Date Distributed 7/10/02 Date Due 7/24/02 Complete Application Not Date Distributed to 7/10/02 DRC Meeting 7/25/02 Date Complete DRC Publication Date NA Tentative PC Date NA Tentative CC NA Date 60 Day Review Date Review Extension 1:102filesI02siteplanI02-080 mickelsonlreferral.doc Page 1 - f-,-,--------...-------...-.,...,.". -,"--.- -- -- ._~- - -."--. _ ___._..___,.____.~________n...~~__ r have reviewed the attached proposed request (Mickelson Site Plan) for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy Septic System Gas Building Code Erosion Control Other Recommendation: Approval Denial Conditional Approval - - - Comments: Signed: Date: Please return any comments by Wednesday, July 24, 2002, to Jane Kansier, DRC Coordinator City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Phone: (952) 447-9812 Fax: (952) 447-4245 ~-mail: jkansier@cityofpriorlake.com :I02fi1esl02siteplanl02.080 mickelsonlreferral.doc Page 2 ___..__.__n_ . .._.__.._----~--_._._------ Scott Co ty Page 1 of 1 Mickelson Property 8221 1808 I- I I 807& 17 805 18740 6785' 18801 8000 18880 8 10 8100 5980 Copyright C>Scott County 2002 "~ lB'i'III8028 This druwing is i(he1' -II Ic.gall)o rcoordcd map oor llurveyatldjin.o itJLc:ndcdtaN:u!lL'dlelDlt~ iJ dnl.wlD! 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