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Home My WebLink AboutHot tub info ��.. W�- c.r�l�l u,��6v� 0�- .�'mi �' .�0�' 0. h�.l- }�b ,�- 10 �lo` Ste�.-lo a d�i�a��- w� ,�.� ►�c��r�. ��d�'� A�d.�.+�- � ��- - ��s � 2��ZZ �-�p•15 Sec.78-1605.-Wetland buffer areas and setbacks. (a) This subsection establishes authority for wetland buffer areas around protected wetlands. Buffer areas are necessary and beneficial to maintain the health of wetlands. Buffer areas protect the edge of wetlands from erosion while filtering sediment, chemicals and other nutrients from runoff that drains into wetlands. Buffer areas can improve the biological diversity and health of a wetland environment while reducing the adverse impacts of human activities. (b) All wetlands within the City of Orono are within the Minnehaha Creek Watershed District (MCWD), which has rules and regulations for the establishment and maintenance of wetland buffers. In an effort to avoid overlapping or conflicting regulations, the city defers jurisdiction for the establishment and maintenance of wetland buffers to the Minnehaha Creek Watershed District. If application of MCWD buffer regulations is in conflict with city regulations, the more restrictive requirements shall apply. (c) In order to provide for a minimum level of wetland protection where Minnehaha Creek Watershed District buffer rules do not provide for adequate separation befinreen wetlands and buildings or other structures or surfaces, the city shall require setbacks from the delineated edge of a protected wetland as follows: Minimum distance setback from delineated edge of wetland to any building (principal or accessory)or other structure, hardcover, septic systems or wells: Where no formal buffer exists and where MCWD does not require a 35 feet buffer Where a formal buffer exists or 35 feet or established buffer width plus 10 feet,whichever is where MCWD buffer is required greater I Areas within the required setback area subject to filling, grading or excavation as part of a construction project shall be revegetated immediately upon completion of such earthwork. Setbacks must be verified with wetland delineation information. The determination of whether a Level 1 delineation or Level 2 delineation is required shall be at the discretion of the planning director. Level 2 delineation information shall be provided on a certified certificate of survey. The requirement for delineation shall be applied in cases where the wetland exists within 150 feet of the proposed project. (d) The City of Orono has established wetland protection strategies in the Orono Surface Water Management Plan (SWMP) (January 2011). A protection classification has been assigned to each wetland in Orono based on the stormwater susceptibility and functional assessment for each wetland. The city has also established additional protection requirements for each classification. The four protection classifications are described as follows: Additional Protection Protection Susceptibility Description Requirements Classification Rating (B= Bounce-Change in water level due to runoff Page 1 r � � event) � (P= Phosphorus) B: Maintain bounce at or Highly susceptible to both quantity and quality below existing Highly conditions "Preserve" impacts from runoff; have the highest degree Susceptible P: Limit loadings to of protection predevelopment loading (0.14 Lbs/Ac/Yr) � B: Maintain bounce at or � below existing Moderately susceptible to quantity and j conditions plus 0.5 foot Moderately quality impacts; protection is less stringent "Manage 1" P: Limit loadings to Susceptible than Preserve, provides protection to � predevelopment maintain their characteristics loadings times 2 (0.28 Lbs/Ac/Yr) B: Maintain bounce at or below existing Slightly Less stringent protection than Manage 1 conditions plus 1.0 foot "Manage 2" wetlands; maintenance of characteristics is P: Limit concentration to Susceptible desirable predevelopment concentrations(200 ppb) Wetlands are significantly degraded (e.g., cultivated or canary grass monotype)or lack B� No quantity Least requirement "Manage 3" of wetland characteristics; not typically Susceptible P: Limit concentration to impacted by runoff; no quantity and only 225 ppb limited quality treatment of runoff is required The protection classification for each wetland will be found on the"Wetland Management Classification Map & LisY' which is hereby adopted by reference, a copy of which shall be kept on file in the office of the city clerk and shall be available for public review during all normal office hours. The Minnehaha Creek Watershed District required buffer area widths are based on the four protection classifications. (Ord.No. 28 3rd series, § 1, 8-22-2005; Ord.No. 103 3rd series, § 2, 5-28-2013) Page 2 N w E SURVEY FOR: ANDERSON—REDA, INC PROPERTY ADDRESS: 2625 North Shore Drive, Orono, Minnesota. S LEGAL DESCRIPTION: Parcel 1: That part of Government Lots 4 and 5, Section 9, Township 117, Range 23, described as commencing at the North Quarter corner of said section; thence on a bearing of South (the North line of the Northeast Quarter of said section being assumed to have a bearing of North 88 degrees 51 minutes West for purposes of this description) a distance of 2878.55 feet; thence South 70 degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet; thence South 59 degrees 5 minutes 30 seconds East a distance of 300 feet to the point of beginning of the property being described; thence continuing South 59 degrees 5 minutes 30 seconds East a distance of 159.15 feet; thence South 26 degrees 36 minutes West to the shore of Lake Minnetonka; thence Northwesterly along said shore to its intersection with a line drawn South 32 degrees 16 minutes 30 seconds West from the point of beginning; thence North 32 degrees 16 NORTH QUARTER CORNER OF SECTION 9, minutes 30 seconds East to the point of beginning. --TOWNSHIP 117, RANGE 23 -------------- Parcel 2: �– N8853 47 2660.81 � That part of Government Lot 4, Section 9, Township 117, Range 23, described as follows: Commencing at the North Quarter corner of said section; ' W (N88.51•W) thence on a bearing of South (the North line of the Northeast Quarter of said section being assumed to have a bearing of North 88 degrees 51 NORTH LINE OF THE NORTHEAST-' T CORNER OF SECTION 9, ees 37 minutes 31 seconds East a distance o QUARTER OF SECTION 9 NORTHEAS TOWNSHIP 117, RANGE 23 minutes West for purposes of the description) a distance of 2878.55 feet; thence South 70 degr 838.42 feet; thence South 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet to "Point A", said Point A, being the point of beginning of the property being described, and also the point of beginning of "Line A"; thence South 32 degrees 16 minutes 30 seconds West along said Line A to point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said Line A; I thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an intersection with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A the point of beginning, except that part o said above–described property lying Northwesterly of the following described line: Commencing at said Point A; thence South 59 degrees 5 minutes 00 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds N West to the shore of Lake Minnetonka and there ending. Subject to a mutual easement for common driveway over the southeasterly 7 1/2 feet of the northeasterly 286.81 feet of the above described tract as P o shown by deed recorded in CR Book 1021 of Deeds, page 276, Doc. No. 1146365; (as to Parcel 1). C)� Subject to a flowage easement set forth in decree in which a certified copy is of record in CR Book 85 of Miscellaneous Records, page 301, Doc No. 318546; (as to Parcels 1 and 2) CERTIFICATION: - __ _ - - - _ - -- I hereby certify that this map was prepared by me or under my direct supervision an that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. I Dated: August 8, 2015 SAnderson Engineering of Minnesota, LLC SD \ \ b y. S66 ?270,, . "POINT A• Jack Bolke 7g23> E & POINT OF BEGINNING OF PARCEL 2 266 Minnesota License No. 20281 2S SS90 19, 9 / 0g30 Fj F 30P 00 \ S Sg 0\ / LINEA \ejT(i ' �N° --� \ / M FENCE END 0.2 FEET / WEST OF PROPERTY LINE Ss9(SS\3\ \ /ry o�o� 9 \ 1 nv \ \ AlOP v\ 3° / `�� / 0�'/,t j\ 9� 3r+ \ /' / `ap�+� � / / rF Flo o 40 Ak Ary s // =<v// oo° /0i ` a f 4�a \ e!q a° / h° \ 87itic �^MRS \\ �D \ 4V, y j J \ FENCE END 0.5 FEETLI - - WEST OF PROPERTY LINE 40 v v \ BENCHMARK — TOP OF �/\ tij \ CAPPED PIPE = 932.82 FEET -, / \ �G/ / / M FLAGSTONEf,r FIREPIT 3°F\ \/FTe o j \ \ / 30 • �� CVS �N STEPS A 4,1 QS \ Nh \ /} w. . \ V �qFe \� Fy TOOp o B&oq�, q o ', r4 y0& /4 04 \ 2°� m °� �� \ S 6p� s rf� • A �y S 929. �� \ '°qn �ry� 2 3. LEGEND EXISTING HARDCOVER AREAS00001, V" —x—X— FENCE (95 HOUSE = 3,354 SQ. FT. ' '°' / �A • DENOTES FOUND IRON MONUMENT GARAGE = 1,078 SQ. FT. �1`. `n . ` BITUMINOUS DRIVEWAY = 9,909 SQ. FT. O DENOTES SET PK NAIL CONCRETE WALK, PATIO AND STEPS = 1,041 SQ. FT. TOTAL LOT COVERAGE = 15,382 SQ. FT. OR 16.5 PERCENT 11 \ NOTES: \ 1. The horizontal datum and basis of bearings is the Hennepin County Coordinate System. a, s \ e°�<o ti \ i Mti�p' ? �° 2. The vertical datum is NGVD 29. The site benchmark is the top of capped iron pipe located on the northwesterly line tiF H��<q�� A drawing) Elevation = 932.82 feet. approximatesly 13 from the shoreline (deplc t a on 3. The area of the property described hereon is 93,039 square feet or 2.1359 acres, minus right–of–way is 85,950 square feet or 1.9731 acres. 4. According to the City of Orono, the subject property is zoned LR -1A (One Family Lakeshore Residential) and has the building setback verify all a onditiolnsted thatelow. it is affect thepropertyy recommended oughttheecty zoning ordinance.owner nThis surveydoes from the City to verify all Gond not purport to describe all conditions contained in said ordinance. Average lakeshore setback (from adjoining owners) Lake= 75 ft. 0 30 60 90 Street= 50 ft. Side= 30 ft. SCALE IN FEET 14114 S-2 O DENOTES HENNEPIN COUNTY SECTION CORNER MONUMENT (BEARING) BEARING PER TORRENS CERTIFICATE ANDERSON a ENGINEERING ENGINEERING • ARCHITECTURE • LAND SURVEYING ENVIRONMENTAL SERVICES • LANDSCAPE ARCHITECTURE Anderson Engineering of Minnesota, LLC 136051 st Avenue North Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com N0 ( 7 x �i