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HomeMy WebLinkAbout2014 - 00534 - land alteration CITY OF ORONO * 20 1 4 - 00534 * 2750 KELLEY PARKWAY DATE ISSUED: 06/13/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 850 WINDJAMMER LA `r' $60 (,l)v jou ..w-�- l.�--- PIN : 07-117-23-11-0010 U LEGAL DESC : PIRATES COVE : LOT 006 BLOCK 001 PERMIT TYPE : ZONING PERMIT PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : LAND ALTERATION(0-500 CU YDS) NOTE: $2,000 S/B COLLECTED IN ESCROW FEE ACTUAL ESCROW FEE AMOUNT COLLECTED $1,000 HOW DID THEY PAY? CHECKO &WHO PAID? KATHY KHAN_ ESCROW PERMIT#:(DON'T FORGET TO ENTER) 2014-00535 ESCROW FEE FOR: EROSION CONTROL&ENGINEERING REVIEW COSTS AS BUILT SURVEY IS REQUIRED PRIOR TO RELEASE OF ESCROW. INITIAL: APPLICANT MINOR LAND ALTERATION 50.00 KHAN, FAIZ&KATHLEEN ENGINEERING REVIEW COSTS 850 WINDJAMMER LA TOTAL 50.00 MOUND,MN 55364 Payment(s) CHECK 6612 50.00 OWNER KHAN,FAIZ&KATHLEEN 850 WINDJAMMER LA MOUND,MN 55364 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due ca e. Applicant Permitee Signature Date Issued By Si ture Date T , o `il; City of Orono Zoning Permit Application ��A, Mailing Address: Permit number: 0Z01'/-C)5 3 41 'Y PO Box 66 Dale received: �o-oZ-/t/ O Crystal Bay.MN 55323-0066 Eacrow#and yj ea Street Address: amount 2750 Kelley Parkway Permit Fee: $66 �� L:� Orono.MN 55356 `�'rF5 t4 0�� Approved by Fax: 952-249-4616 Notes: Main: 952-245-4600 www,ci.arono.mn.us This'application'form mustbeObmpleted in:fuli•and ail required infoimaiion must be submitted. (P/easeipnbiL) Job Site Address: WIN D J A MM R LANE.. g50 c-- SCQO CONTRACTOR i APPLICANT INFORMATION: Name: `TWIN PINES A-RT'tt W02 kg Phone: rnia-a. -1 - i{5L6 Fax: 763- SS6-s-a3O Address: g,7 - //Y7 ST, City:-7ell M-e f1 /✓ ZIP: 55-3R'7' Contact Person: p=AN SA-ND� Contact's phone number 6/a_� ) L L 5 46 Email -r-p biz woQkc,A S E 2b Applicant is: Contractoromeowne.r) larch:Ono} TEL . A/ET- PROPERTY TPROPERTY OWNER INFORMATION: Name: - 1<}\.132.. ..? Phone(day): '4 7? - h,1,l_,.; MailingAddress: - Email and<or Fax •t cl �", �� � (ID ZIP: �� �, "�-pr--, Overall Project Description: WIMO.D-A-MM ER. LANE •R-...u„ (. ., S* -1-1 Suet` r Check TYPE OF PERMIT COST* Box Dock, Residential-Permanent dock on any lake or initial seasonal dock not on $50+ engineering review costs Lake Minnetonka(permanent dock requires CUP) Dock,Commercial S50+engineering review costs Escrow for erosion control and engineeringreview costs $2,000 Hardcover Permit:Driveway, Patio, Sidewalk,Etc.(New or Replacement) No charge Also required Is a Minor or Major Land Alteration Permit Land Alteration,Major(grading,filling,or excavating)more 500 cubic yards or $50 more than 10 cubic yards in lakeshore setback(also requires CUP) Escrow for erosion control and engineering review costs As determined by CUP Land Alteration,Minor{grading.filling or excavating)-500 or less cubic yards 550+engineering review costs outside of lakeshore setback or less than 10 yards in lakeshore setback Escrow for erosion control and engineering review costs 52.000 Retaining Wall measuring under four feet require a zoning permit. 550+engineering review costs Retaining walls measuring more than four feet(from bottom of footings to top of wall)require a building permit. (Tiered retaining walls are considered one wall unless the walls are separated by twice the height of the lower wall) Escrow for erosion control and engineering review costs 52.500 Stairway to Lake(New or Replacement) 550+engineering review costs Escrow for erosion control and engineering review costs 52.000 Structure Permit for other structures not requiring a building permit but S50+engineering review costs regulated by the zoning code(including,but not limited to accessory building of less than 120 square feet.detached deck or platform and sport court) Escrow for erosion control and engineering review costs 52.500 Tree Removal or other vegetation removal in 0 to 75 foot zone No charge. , Temporary Construction Office/Traiter(associated with building permit) $30 (over) *Permit fee will be collected when the permit is issued. Updated: November 30.2012 • APPLICANTIOWNER ACKNOWLEDGEMENT: • Applicant/Owner agrees to provide all information required or requested by the Planning Department; • Owner agrees to pay the City of Orono for engineering consultant review costs where applicable; • AppiicanUOwner certifies that the Information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so.the staff hes no alternative but to reject it until it is complete; • Applicant acknowledges the attached Escrow Agreement is completed and signed by Owner; • Applicant/Owner understands their project may require an Initial and as-built survey per City Code Section 86-68. • Some or ail of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data Is Information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this Information Is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. The undersigned certify that the information supplied Is true and correct to the best of their knowledge. Applicant's Signature. ► Aga 4 - a Date: ;— 9,c) / V 111 Property Owner's Signature: te7Q iii Date: t., /I TYPE OF PERMIT; require REQUIREMENTS; Except for tree removal permits. all permits require a completed application form,escrow agreement(signed by the property owner) and escrow check from owner,two copies of all plans, and three copies of all grading plans or surveys/site plans Dock,Residential Seasonal Dock—survey showing proposed dock Permanent Dock—plans as approved by CUP and copy of LMCD permit(if applicable) Dock,Commercial 1. Structural plans for the dock 2. Survey showing the proposed location of the dock 3. Copy of LMCD permit Hardcover Permit 1. All Minor or Major Land Alteration Permit requirements apply as appropriate 2. Hardcover calculations,existing and proposed 3. Plans Land Alteration,Major 1. Plans as approved by Conditional Use Permit 2. Erosion control plan or copy of MCWD Erosion Control Permit Land Alteration,Minor 1. Survey/grading plan including existing and proposed contours (Less than 10 cu.yds.within 75'of 2. Amount of fill to be Imported and/or exported and haul route lake or less than 501 cu.yds 3. Amount of earth to be moved around on site elsewhere.) 4. Erosion control plan or copy of MCWD Erosion Control Permit Retaining Wall 1. Plans for wall(s) 2. Unless repair or exact replacement of existing wall.submit an updated survey with grading plan Including existing and proposed contours 3. Hardcover calculation worksheets if in shoreland district 4. Erosion control plan or copy of MCWD Erosion Control Permit Stairway to Lake 1. Construction plans for stairway.Including footings 2. Topographical survey of property with proposed stairs shown 3. Erosion control plan or copy of MCWD Erosion Control Permit Structure Permit 1. Construction plans. 2. Survey of property with proposed structure shown and with setbacks to property lines,other structures on property and the septic system indicated.The general location of any sewer and water services should be shown if applicable. 3. Grading plan If grading Is proposed. 4. Hardcover calculation worksheets 5. Erosion control plan or copy of MCWD Erosion Control Permit Tree Removal Call: 952-249.4600 to schedule a single tree removal Inspection. A re-planting plan/ management plan required for clear cutting.buckthorn or other intensive vegetation removal. Updated: November 30.2012 i TOPOGRAPHIC DETAIL AND PROPOSED PRIVATE STORM SEWER SECTION FOR \ WINDJAMMER LANE � BETWEEN LOTS 6 AND 7N. , BLOCK 1, PIRATES COVE �° HENNEPIN COUNTY, MINNESOTA Alf f -" '' ,- T`rte , ..c-$ , - fi 6 �.1 . 40 80 0.1--- -� � . e ..;,. � _�: ` _�` �OT LINE rtwn6s~ r.' • " _ ss..ss..--3..., �•zth . ,fry � — _ SCALE IN FEET I. This drawing is a representation of the topography and location of Improvements 2'.N-Si.. a' '� along the common lot line between Lots 6 and 7,Block 1,PIRATES COVE. o •- It does not purport to show any other improvements or encroachments. \ � o : Iron marker // .a R --«e - : Existing contour line - _-_•_ <- Bearings shown are based upon an assumed datum - PROPOSED PRIVATE STORM SEWER 990 PROPOSED CLASS 1 RIPRAP /6M1SW ON TATER FAERc 990 960 •x sTv,o oROUND -----___ -:- RESTORE DDP WRN 970 ~- - _ /SEED AND STRAW ERA/P ET 970 950 Ir NOPE _� 959 940 _"=-- 930 / 930 PROPOSED CLASS III RIPRAP� DUN ON ROI R FASRIC 0 1 2 DgOtD IlErygl MR 01lfMd IN[lO.V4R1/TIwo DRIDAWETMAR CAR/PM iota ,by GRONBERG & ASSOCIATES, INC. ;� �, E.VAC PAITIWA IJOER Pt,. '�" = CONSULTING ENOMEERQLAWLSURVEYORS,URE PLANERS 45,PIE EEARp1eMRWtA an PIPIT oWAIu W NORTH WILLOW 016Tf.ldtl LASE,MIL 935!6 a . ISAOS{1EI on Mh um WOOL Ium:IA Ti5E6 • /Tf� ~ PROPOSAL. r DAZE PROPOSAL O IE A I: 1 I-I W v S 10/16/2013 33534 ane,I I4t115trcct ,MN 55599 0.7c)-3,6.4508-r.76),,.52)0 TO BRETT BROGHAMMER 875 WINDJAMMER LANE MOUND,MN 55364 PROJECT DESCRIFflON • TOTAL WINDJAMMER LANE CULDESAC LAKE ACCESS EASEMENT WASH OUT REPAIR/EROSION CONTROL 8.38000 CONSTRUCT INLET AND OUTLET BASINS WITH 24CY CLASS 3 RIP RAP INSTALL 1 2"HDPE TO BOTTOM OF HILL FILL IN WASHOUT AREA ON THE SW SIDE OF THE TRAIL.COMPACT AND LEVEL TO SURROUNDING GRADE PLACE STRAW OR STRAW BLANKET ON DISTURBED AREAS FOR EROSION CONTROL NO EXPORT OF TREES OF DEADFALL ALLTREES AND DEADFALL WILL BE MOVED ASIDE SALES TAX—OUTSIDE METRO 0.00 ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED.ALL.WORK TO BE COMPLETED IN A WORKMANLIKE MANNER ACCORDING TO STANDARD PRACTICES.ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS,AND WILL TOTAL $8.380.00 BECOME AN EXTRA CHARGE OVER THE ABOVE PROPOSAL ALL AGREEMENTS CONTINGENT UPON STRIKES.ACCIDENTS OR DELAYS BEYOND OUR CONTROL Thank you, we apprcciateyourbusiness! Signaturc: BRIAN R.SANDY A. i sN t Cts.,1, ) ,..) 4 Z .11 if y.. 1 . o r Q o ..N. ' . t a ti I< �` ic- rail 4 I W N .Ci•'. i. A Hennepin County GIS - Printable Map Page 1 of 1 Hennepin Interactive Property Maps Map 800 835 830 865 • 850 875 ' 860 2� 870 • • • 880 Parcel Map Scale: 1"= 100 ft. ID: 07-117-23-11-0011 A-T-B: Torrens Print Date:6/2/2014 Owner Market Daniel K&Jeanne A Kelly $735,000 Name: Total: Parcel 860 Windjammer La Tax $8,983.90 Address: Orono, MN 55364 Total: (Payable:2014) LO-(1 Property Sale Residential Lake Shore $64,500 Type: Price: This map is a compilation of data from various sources and is furnished"AS IS"with no Home- Sale representation or warranty expressed or Homestead 02/1973 implied,including fitness of any particular stead: Date: purpose,merchantability,or the accuracy and I completeness of the information shown. Parcel 1.03 acres Sale 1 COPYRIGHT©HENNEPIN COUNTY 2014 Area: 44,959 sq ft Code: A Think Green! http://gis.co.hennepin.mn.us/Property/print/default.aspx?C=45043 5.43 747079034,4979027.... 6/2/2014 GRONBERG &ASSOCIATES,INC. SURVEYING.ENGINEERING AND LAND PLANNING 4.45 N.WILLOW DRIVE LONG LAKE,MINNESOTA 55356 952-473.4141 FAX: 952-473-4435 PIRA IES COVE DRAINAGE CALCULATIONS SEPTEMBER 23, 2013 Drainage area = 0.90±AC. Time of cont = 10 min. I 50 = 7.7 in/hr Runoff"C" factor = 0.5 Q = CIA = 0.5(7.7)(0.9) = 3.5 CFS Open channel flow calculations 2.0 foot berm with 3:1 sideslopes at 0.25' can handle 5.3 CFS which is greater than the 3.5 CFS for a 50 year storm. Velocity=7.75 Ft/sec. from MNDOT drainage manual, Chapter 6. Use 12"Class II riprap on filter blanket. Open-Channel Flow This calculator uses Chezy and Manning's formula to calculate the wetted perimeter, hydraulic radius,flow area,Chezy coefficient and flow velocity. For experimental values of Manning's n factor,click here Required Information Enter the Slope: 0.22 Enter the Channel Top 8 Width(ft): Enter the Channel Bottom2 Enter the Channel 1 Width(ft): Height(ft): Enter the Flow Depth(ft): 0.25. Enter then value: 0.03 Results The wetted perimeter is 3.5811 ft The flow is 5.3298, ft31s The flow area is 0.6875 ft2 The flow is 2392.046 gal/min The hydraulic radius is 0.1919 ft The velocity is 7.75254 ftis The C value is 37.723( • ,' / lel • — J , X I .F„ ail* ,, -ow - \ .. 4 ii/ do -/--b, - ,,, .0 )\v#4,01 .0 ,, 4(114 ',>00P V _ lb �. -- �� ! .0, ,,, 086 ,i w - O ` a i e -- low#1.0&, (,a % X O I CD.. xtu.„07 _* X (n s� .. �. ifrogri, a O 0 , . tD �� :\:- x to� 1 r4\\, 8 „re ' l it : � �"'"��V \\ ei i 0 / 4* 4 i X ..„ Flo N 4 veitto , 1 1 wroa, iv frAt.r..., , i ists*.-4t-, - *04.4*-- i ; -. i 1 11 _ ,„-Aillikrie‘im f 4414-4 Is 41 148,,,....,,,\ ig, „-wft 1.,:,- ,,,elmk ,44A) u :,* ,a0....-1 "ftki......, ------7-arakompotvr 1 .,i_le 11""'" If i a it in,.ver- P- , d elommir Call .‘1,------/Listimi 96 p _ _ A'I --__________--------7:' . . 940 '9So 96-0 '9'0 wti����.Y`��.•'L� orb . a',�R�•�� ��� 4"11:111 IVO lir I \ AS1/44b*., Wang114111111 . . i;• N, %VI ofift, 1 1 '., — k z-----. kN, ' � X 0 O Plan Review Checklist for Zoning Permit Applications Address: b S a W t d /� ®{M/W LO N-- Description of work: ,{�- Type of permit: 1 V�p�\( ( 1Q�" fir(" Zoning review by: Date Approved: Grading review by: Date Approved: Other Review, Reviewed by: J,ver Date Approved: ,-/A Zoning: Zoning File#: Resolution#: Resolution Date: Lot Area: SF/AC Width: Depth: Survey Submitted? CI Yes 0 No Date of Survey: Existing Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Proposed Setbacks: Front(Lake) Rear(Street) ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Shoreland District MCWD Permit Received Average Lakeshore Setback Met? Bluff / 0 Yes CI No CI N/A 0 Yes CI No l Yes CI No CI Yes 0 No CI N/A //( Permit Number: Setback: Hardcover Zones Existing Proposed Variance Required CUP Required 0-75' 0 Yes CI No 0 Yes 0 No 75-250' Type(s): Type(s): 250-500' Zoning File#: Zoning File#: 500-1000' Resolution#: Resolution#: Created: March 29,2011 z:\forms\plan review checklist for zoning permit applications.docx Planning Review Checklist for Zoning Permit Applications Page 2 of2 Cubic Yards In Out Total Haul Route? ? ❑ Yes 0 No Explain haul route in detail: Fees to be Charged Amount Orono Inspections Required IPermlt•Amount ❑ Site Escrow Amount 0 Hardcover Removal 0 O Footing Signed escrow received? 0 Poured Wall As-Built Survey )(Yes 0 No 0 Planting Plan O Wetland Escrow amount received? 0 Final O Other(specify) Yes 0 No Engineenng;Teview needed? Yfr .❑ Yes • 1:1 Not; • REMARKS (in-house): Other Review: Reviewed by: Date Approved: REMARKS (TO BE NOTED ON PERMIT AND INITIALLED BY PERSON PULLING PERMIT) Created: March 29, 2011 z:\forms\plan review checklist for zoning permit applications.docx • • � 1":"-'n; ar3' jQA ,r. V- . 4 _ N' _ fit,• 3y. • Qit. '�' r. I NI. '.r E t :.; r C t�nr -�+�tide• 'F. 4it.- • . � " - `� At FO ink , 1 r.. 'if 7 0,.% _ .- . - I.:4\ •••40.,....,'•4•1 ae ..... :,!..4.t.• '� .. te ` 4 : 'sr � ' 43 .r +r ,Mb I$f: . _ 4.•it !',x. 1. 4. � � �,a^ - • - ti .rr Jf .! /i "�' ''‘ i ,....,It r I X y S • 07/01 /2014 - ;, 0D ,fl 0 til' .1(p), -.- s".4 t n R Y ' .t ' PI yl { Y 7J-':,,,,,5nti„ : ' i ' f is ` ACC w -_ pS,-..y .,s• . w , .� H ".it, �, _ 4i .. ^ • r" ?rr moi'wci,.'"1 ', r 5 ' ,`=ht. k ,, ' 1. ,r, ..,,4,�..- • ;, 4j Rc.ftl. ,r f 07/0:1 /20141 l' i',;1; 1:,',.(1,;, -— ':#7--:7,' .;' '. ''.7.:'..4:!,,"•, ' • .. ,• ' ,' ',,:"4-4,7ij.. ,..,. 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'. r .iF' Jnr' ,07•?, r4 t lt- til i'wo FSK' +V CS':;. ;•-""`'.•,,s, + • y :. �'l i ' ., E^ �,'�•. "•'h.' \, �`T �>V'Y .,Yrwt`tClt. Y'y."�'v '!' �`r"��,��,' �ty-L ;s�'titil�, ,. � b . ..1 Wit..._ 'lu�'. r.:�A[=.,a..'2.ri ASo�. I.�i:4.. :min t., '� Y,. ,„�,�il•, .>. � , Christine Mattson From: Robert Bean [bobbe@bolton-menk.com] Sent: Thursday, July 17, 2014 3:03 PM To: Melanie Curtis Cc: David P. Martini; Christine Mattson; Brian Simmons Subject: RE: 850/860 Windjammer Lane- Pirates Cove Dock access Melanie, I performed a site inspection today to review completion of the outlet swale and restoration. The drainage way has been adequately directed away from the adjacent property owner's lake access path and permanently stabilized with sod and riprap. If you have any questions or comments, please contact me to discuss. Thanks, Robert E. Bean,Jr, P.E. LEED Green Assoc. Bolton &Menk, Inc. P:(952)448-8838, ext 2892 F:(952)448-8805 email: bobbe@bolton-menk.com From: Melanie Curtis [mailto:MCurtis@ci.orono.mn.us] Sent: Monday, July 14, 2014 11:51 AM To: Robert Bean Cc: David Martini; Christine Mattson Subject: 850/860 Windjammer Lane - Pirates Cove Dock access Bob I received a call this AM from Carolyn Broghammer (875 Windjammer) stating the drainage had been revised and sod installed. Can you please stop out there tomorrow to see if they addressed the concerns we identified? Also, we issued a permit for this project, can you assure that your time is being billed accordingly to permit#2014- 00534. Thanks - Melanie Melanie Curtis Direct 952.249.4627 Planning &Zoning Office 952.249.4620 Email: mcurtisaci.orono.mn.us Website: www.ci.orono.mn.us Summer Office Hours: May 19 through August 29, 2014 Monday through Thursday: 7:30 am to 5 pm & Fridays: 7:30 am to 11:30 am This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 1 A t� PRIVATE STORM SEWER SECTION ASBUILT FOR oil - W Lj I BETWEEN LOTS 6 AND 7, BLOCK 1, PIRATES COVE HENNEPIN COUNTY, MINNESOTA This drawing is a representation of the topography and location of improvements along the common lot line between Lots 6 and 7, Block 1, PIRATES COVE. It does not purport to show any other improvements or encroachments. o : Iron marker 95a-- : Existing contour line Bearings shown are based upon an assumed datum DESIGNED REVISION DATE DESCRIPTION 10-4-13 REVISED START OF DITCH DRAWN 11-22-13 CULVERT LOCATION AND PROFILE 6-17-14 ASBUILT CHECKED GRONBERG & ASSOCIATES, CONSULTING ENGINEERS, LAND SURVEYORS, SITE PLANNERS 445 NORTH WILLOW DRIVE, LONG LAKE, MN. 55356 952-473-4141 JUN 19 20 C17Y OF Don INC I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS REPARED BY ME OR UNDER MY DIRECT SUPERVISAND PI SCALE 1"=2a' ■ THAT AM A DULLY LICENSED LAND SURVEYOR UNDER THIEOLAWS DATE OF THE STATE OF MINNESOTA. 9-11-13 JOB NO. DATE6_ /%/ y MN LICENSE NUMBER /Z7 -5:S 1114-125 Zo14- C�� ndjamtZ Lh