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Home My WebLink AboutMCWD permit � � MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and informatian contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed Distric#. 2�� -C�L33 Issued to� Wooddale Builders Permit No: 17-498 Location� 737 & 73J Stanebav Drive, Orono Purqose• Erosion Control-Multifamily Residential Date of Issuance: 10/3/2017 Date of Ex iration: 10/3/2018 By Order of the Board of Managers '"�---______ Eli eth Showalter Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authc�rized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at lea�t 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on September 29�', 2097 according to the provisions of this permit. • Properly install and maintain all required �rosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perime#er and sedimentation controls • When the site is re-stabilized and the MCWD staff haS perFormed a�nal inspectian, all perimeter control must be removed {St�tement concerning fees for inspection�, violations, etc... on following page) We collabvrate with pubtic and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (95Z)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA �CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF L1FE Inspection/Analvsis/Monitorina Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or o#any size if within the Minnehaha Creek subwatershed � any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any �roject which in the judgment of th� District staff should be inspected due to pro)ect . location, scope, or construction techniques In these cases, the applican#shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $contracted rate Consulting Engineec/Technician $ contracted rate District Counsel $contracted rate Application fee $ 10.00 Copy cos#s $ .25 + a�tual staff time Color copy casts $ 1.00 + actual staff time * Hourly . We col{aborate wlth public and private partners to protect and improve land and water for current and future generotlons. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org � , � Denotes iron pipe . ., Denotes concrete � �'� Denotes service � � 1oZS• \ / � � Denotes television box � \` � Denotes electric box Denotes bituminous ` \tp2b�4 / � Denotes telephone box X 000.00 Oenotes existing elevation ( 000.00 ) Denotes proposed elevation �p29 5 � � � Denotes drainoge flow direction � 2�. � � � �-� � Denotes spike �029•. . . � '.'.�. . .'.'.' �'J � Denotes co�servation post � :. . .� : . �o2BOZa 4 , , , �oT1.6 �026 a . . . . . . . . . . �.,. .� �' � ��. . . . . . . . . . . . .'. . . . . . . . .'.'�28 . . . . 0 �' Jl '.'.'.'.'.'.'.'.'.'.'.'.'.".'.".'.'. .'.'.'.'.' 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O� �I 02 4 ``�`. � /O�```�� •�. .'� g2�° " �,�� 0 0 � � !��1,�p19 4 x q' �02� O p �� 9�`O e� � 9� � i � ' `'rn � � � � � ` , � \ 10,g9��.: 1%Oi � �4?a �� / 2 �` �,�� 9;51 � . �. \ � / � O ``�\ ? �C � � �f.¢ l�� 05ea i'E • '. �025 a \ � \�.' � � rj 7 \Qt�e�o`! � �026 � v / �ifl � � 1.2 •�►` � � ��` �i� � a 'n 10�' 2 6 . � 3 194X v• '�O �.. i�/ $0��1 �0 10 4 �,r \ �� 2 ��6 . �,eex `o CJ�J Scj � ooa � 9x 4.4 °�so ��• 8� ---�� .. � � / ' - 37 ��s��o. °'p^ 5� , t9. ,o2o.z p0 / ,. / � x�,ti• ,�� o \ / x A� � � / ,�`BZ \ � a��,,x / 2$ x Z�-- ,�� p1��X 10�9.6 y ! ��,�1 �\ t028• � O 102�.� �`� �c.� � � / � �p�9.2� ��o � w� ,�� 026/ � � \� �\ �9'B �oz�!X `oo �9 2 �024- \ \ °'8 �o1a4 x �. �o � ,- A Q�\ •�p� �0�2_ �02�•x / � \ � o o� � , 10116 X �, � ��Q '1 s C�� o �� \ � (� O 11. / °o �b ''�6 � \ �0184 X .,\^O � i� � O \\ �-r- ,p1B9 x / � / 1,02�31 \ � �1 .r� �.��oo j S��/ � � � � � � �o��•� / \ \ �p19�x 10`9•� X �02�•3 � � � � E'�`S��se pJ \ �o's.i x \ N / w�9•0 x / 5 � / / \ L \ \ � \ � ,020., x ao / \ J � / \ .��9.5 x � \ / / . \ �LOT 3 ,p2p.5 x I Lot area =3783 SF � �p House area =2357 SF � Porch areas =256 SF �0Z0'+ Sidewalk area =9 SF �D�9.g X .� Drivewa area =264 SF Total Impervious Area =2886 SF �20'3 x �� ''� Impervious Coverage =76.3% �022.5 � �� ` LOT 4 �,, Lot area =3783 SF �+ House area =2334 SF (� Porch areas =258 SF Sidewalk area =5 SF �'� Driveway area =275 SF - Lowest floor ation per grading plon �„1,029:fl' Total Impervious Area =2872 SF ,,,,,_ ^ -^"` Impervious Coverage =75.97 � "" '��J` House elevations (Pro�osed) / As-built Construction Notes: Lowest Fioor Elevation ;(102�,�� 1. Install rock construction entrance. Top Of Foundation Elev. ;(1029,7� � 0' 10' 20' 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0�. Garage Slab Elev. � Door ;(�029.3) / 4. Contractor must verify driveway design. 5. Contractor must verify service elevotion prior to construction. 6. Add or remove foundation ledge as required. Scale: 1" = 20� General Notes: Benchmark: 1. Grading plan by Landform lost dated 6/26/03 was used to determine We hereby certify to Wooddale 8uilders that this survey, plan or report Top Nut Hydrant proposed elevations shown herein. was prepared by me or under my direct supervision, and that I am a Elevation = 2. This survey does not purport to show improvements or encroachments, duly licensed Land Surveyor under the laws of the State of Minnesota, except as shown, as surveyed by me or under my direct supervision. dated 09/27/17. 3. Proposed building dimensions shown are for horizontal location of structures on the lot only. Contact builder prior to construction for opproved construction Signed: io eer En ineering, P.A. Revisions: PI4f1S. I.)09-28-17 Preliminary 4. No specific soils investigation has been performed on this lot by the surveyor. The suitability of soils to support the specific house proposed is not the BY: responsibility of the surveyor. 5. This certificate does not purport to show easements other than those shown e er J. Hawkinson, ro essional Land urveyor on the recorded plat. Minnesota License No. 42299 emoil-phawkinsonC�pioneereng.com 6. Bearings shown are based on an assumed datum. PI�NEER � Lot 3 and 4, Block 1� �'1't�'L12��1"lYl�,P� STONEBAY THIRD ADDITION Certificate of Survey for: CIVII.FNGINEEI2S LANDI'LANNCRS LAND�UNV[VUIIS LANDSCAI'CARCIIffCC13 according to the recorded plat thereof Wooddale Builders 2422EnterpriseDrive Ph.:(651)651-1914 Hennepin County, Minnesota Mendota Heights,MN 55120 Fax:(651)681-9488 6109 Blue Circle Dr#2000 www.pioneereng.com Address: 737 and 739 Stonebay Drive, Orono, Minnesota Minneconka,MN 55343 House Model: Hogan II Elevation: Phone:(952)345-0543/Fax:(952)345-0544 Project#:117150001 Folder#:8102 Drawnby:MTW Buyer: Twin Home n Pinns�Pr Fnnins�nrinn