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HomeMy WebLinkAboutMCWD permit MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District. Issued to: Marshall Stanton Permit No: 17-243 Location: 1160 Tonkawa Road Orono Purpose: Shoreline Protection 110' Riprap Date of Issuance: 6/16/2017 Date of Ex ira hon: 6/16/2018 ByOr r of the Board f Ma ger Rache rkin Distric Technician This permit is not transferable without District appr val, and is valid to the date of expiration. No activity is authorized beyond the exp ation date. If the permittee requires more time to complete the project, an appli ation for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Stipulations: Project to be completed as described in plans submitted to the MCWD office on May 2611, 2017 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. ....................................................................................................................................................................................... ....................................................................................................................................................................................... ....................................................................................................................................................................................... ....................................................................................................................................................................................... 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 57.74* District interns $ 36.44* District clerical staff $ 42.16* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. ....................................................................................................................................................................................... ....................................................................................................................................................................................... ....................................................................................................................................................................................... 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org DOCK & LIFT, INC. Shop: 952/471-8343 `�- Tim & Mike Latterner Office: 952/474-7934 DOCK&LIFT 4550 Shoreline Drive e-mail: info@dockandlift.com S A 1.E, A 2„ s E K V I F Spring Park, MN 55384 www.dockandlift.com Minnehaha Creek Watershed District 18202 Minnetonka Boulevard Deephaven, MN 55391 Rip Rap projects performed by Dock & Lift, Inc. are done by barge and does not disturb the property upland. We also use a section of floating silt fence for additional protection. The bank is stabilized as we lay the Rip Rap. Thanks, Tim Latterner Received MAY 2 6 2012 By: 4i S �Ljjj �w E•x�S6 C.Q� 'Cf �Di t�C e�"S c� 1✓ fv Jif�' e 4�.P< �F- - ra lid �3loS® F1c� �aih rt IT ell �R'G1N e - X,� �V1 �1 zuati 0✓� ail. .....,,,...?aG..., t n,h.r•rvR�k.B`t"1:�^ ra� e J Received Mfr MAY 2 6 2017vovrl� w�. ... '.. Ce 5 j ju Aln 3&0;L � } By: «°� �� � r,- Lt�wo ` N i •7 Yj. � � i • - s Hennepin County Property Map Date: 5/19/2017 x .3 e Y- r. K,u : 1 inch = 50 feet No results Comments: Received MAY 2.6 2017 By: This data(i)is furnished AS IS'with no representation as to oompleteness or accuracy;(il)is furnished with no warranty of any kind,and(iii)is notsuitable for legal,engineering or surveying purposes. Hennepin County shall not be liable for any damage,injury or loss resulting from this data. COPYRIGHT©HENNEPIN COUNTY 2017 ennepin County Property Map Da to: 5/19/2017 1 1 inch = 50 feet No results Comments: Received MAY 2 6 2017 BY: This data(i)is furnished'AS IS'with no representation as to completeness or accuracy;(il)is furnished with no warranty of any kind;and(iii)is notsuitable for legal,engineering or surveying purposes. Hennepin County shall not be liable for any damage,injury or loss resulting from this data. COPYRIGHT®HENNEPIN COUNTY 20117 Existing Elevation gb�� Homeowner Photos Area Behind Existing Wall Address Lake Bottom `` w �J� 1 d iY1 K0.%t.Xk Linear Feet 1 Received MAY 2 6 2011 Home By: zl �a o .02 ? c ^? Qz i La ke Ail J 1�i.1 Lia �t T"1J TECHArICAL DATA SLEET Mirafi® 50OX Mirafio 50OX is composed of high-tenacity,polypropylene yarns, which are woven into a stable network such that the yams retain their relative position. 500X is inert to biological degradation and resistant to naturally encountered chemicals,alkalis,and acids. Minhnum Average Mechanical Properties Test Method Unit Roll Value _ MD CD Wide Width Tensile Strength ASTM D 4595 kN/mObs/in) 17.b 100 21.0 120 Grab Tensile Strength ASTM D 4632 kN bs 0.9(200) 10.9(200) Grab Tensile Elongation ASTM D 4632 % 15 10 Trapezoid Tear Strength ASTM D 4533. kNObs) 0.33 7 0.33 75 Mullen Burst Strep ASTM D 3786 kPa(psi) 2756 400 Puncture Strength ASTM D 4833 kNObs) 0.4(90) Percent Open Area COE-02215-86 % I Apparent Opening Size(AOS) ASTM D 4751 mm 0.300 .S. Sieve 50 Permittivity ASTM D 4491 sec-' 0.05 Flow Rate ASTM D 4491 Umin/m2 200 aUmin/ 5.0 UV Resistance(at 500 hours) ASTM D 4355 %strength 70 retained Physical Properties Test Method Unit Typical Value Weight ASTM D 5261 ofLoYJd 136 4.0 Thickness ASTM D 5199 nun mils 0.51 20 Roll Dimensions -- m 3.8 x 132 5.3 x 94.2 width x length) (ft) 12.5 x 432 17.5 x 309 Roll Area -- m2 &D502 600 562 600 Estimated Roll.Wei ht — kg Ob) 95 210 95 210 Disclaimer: MIRAF10 Construction Products assumes no liability fpr the accuracy or completeness of thts information or for . the ultimate use by the purchaser. MIRAFI®disclaims any and all express,implied,or statutory standards,warranties or guarantees,including without limitation any implied warranty as to merchantabt*or fitness for a particular purpose or arising from a course of dealing or usage ofWe as to any equipment,materials,or information furnished herewith. This document should not be construed as engineering advice. L--- eived CIPSS000002 6 7.017 'An Gate Nicolon BTQrd DOCK & LIFT, INC. Tim & Mike Latterner Telephone: DOCK&LIFT 4550 Shoreline Drive 952/471-8343 or Spring Park, MN 55384 952/474-7934 Approx. % of Total Weight Smaller than Given Weight Weight Size -----------------------------Class of Rip Rap ----------------------------� (lbs.) (in.)* 1 II III IV V 2000 30 100 1000 24 100 650 21 75 400 18 100 250 15 75 50 120 12 100 75 50 120 9 75 50 15 6 100 50 10 5 4 10 2 3 50 10 2 10 1 10 * Weight to approximate size conversion based on a specific gravity of 2.60 and a volume average between a sphere and a cube. RBC@IV@d MAY 2 6 2017 By: