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Erosion Control Plan - 2484 Interlachen Rd, Spring Park, MN__�Ju --- 0 Legal Description: (Warranty Deed) Beginning at a point in Government Lot One (1) of Section Nineteen (19), Township One hundred seventeen (117) North, Range Twenty-three (23) West of the Fifth Principal Meridian, which said point is at the intersection of the Easterly boundary line of the road to Phelps Island with the North shore of the channel connection Spring Park Bay, Lake Minnetonka with Black Lake so-called; thence running in an Easterly direction along the North shore of said channel 150 feet; thence running Northerly and parallel with the road to phelps Island 100 feet; thence running Westerly 150 feet to a point in the Easterly boundary line of said road to Phelps Island, which point is 100 feet Northerly from the point of beginning; thence running Southerly along the Easterly boundary line of said road to Phelps Island to point of beginning, according to the Government survey thereof. BOUNDARY AS PER SURVEY PERFORMED BY SCHOELL & MADSON, INC. DATED 5-1-90 LOT AREA TO WATER'S EDGE = 10,358 SQ. FT. BOUNDARY AS PER SURVEY PERFORMED BY LAKE & LAND SURVEYING, INC. DATED 4-29-24 LOT AREA TO WATER'S EDGE = 10,647 SQ. FT. PROPOSED IMPERVIOUS AREAS LAKE & LAND SURVEYING, INC. HOUSE AND GARAGE WITH CANTILEVER: 2067 SQ. FT. CONCRETE STOOP AND SIDEWALK: 63 SQ. FT. CONCRETE PATIO: 480 SQ. FT. BITUMINOUS DRIVEWAY: 1419 SQ. FT. TOTAL IMPERVIOUS SURFACE: 4029 SQ. FT. PERCENT IMPERVIOUS COVERAGE: 4029/10,358 X 100 = 38.9% 10 0 0 W-27i GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. L E G E N D iE x xxx.xx DENOTES EXISTING SPOT ELEVATION --xxx-- DENOTES EXISTING CONTOUR ® DENOTES PROPOSED SPOT ELEVATION -XX*- DENOTES PROPOSED CONTOURS 4- DENOTES PROPOSED DRAINAGE DIRECTION --0- DENOTES CHAIN -LINK FENCE DENOTES WROUGHT IRON FENCE `O-) DENOTES UTILITY POLE 7 DENOTES WATER VALVE -*& DENOTES WATER SERVICE SHUT-OFF © DENOTES GAS METER © DENOTES ELECTRIC METER 71) DENOTES UTILITY POLE -OHW- DENOTES OVERHEAD UTILITY WIRES DENOTES FIRE HYDRANT DENOTES PROPOSED SILT FENCE OR BIO ROLLS PROPOSED IMPERVIOUS AREAS SCHOELL & MADSON. INC. HOUSE AND GARAGE WITH CANTILEVER: 2067 SQ. FT. CONCRETE STOOP AND SIDEWALK: 63 SQ. FT. CONCRETE PATIO: 480 SQ. FT. BITUMINOUS DRIVEWAY: 1356 SQ. FT. TOTAL IMPERVIOUS SURFACE: 3966 SQ. FT. PERCENT IMPERVIOUS COVERAGE: 3966/10,358 X 100 = 38.3% DENOTES CONCRETE SURFACE DENOTES CONCRETE SURFACE BASIS OF BEARINGS: HENNEPIN COUNTY COORDINATES NAD83 40 GEOTEC BELOW INSTALL TEMPORARY ROCK CONSTRUCTION SITE ENTRANCE OR USE EXISTING BITUMINOUS DRNEWAY 935.78 xn ; „ „ F----BENCHMARK TOP NUT HYDRANT: ELEVATION=936.87 ASSUMED LA 0 i ' M INSTALL SILT FENCE OR BIO ROLLS, fSEE DETAIL) WIRE MESH (OPTIONAL) ENGINEERING FABRIC METAL OR WOOD POST OR STAKE FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL .JRECT RUN, 0 FLOW RUNOFF 6 INCH MINIMUM 2• �-NATURAL MIN CONSTRUCTION OF SILT FENCE / ' 1 POSSIBLE LOT LINE LOCATION HOLDING I SURVEY PERFORMED BY SCHOELL &-- MADSON, INC. DATED 5-1-90 / 1 / I M , DESCR 31.94 (150 FT IBED) ---- 932.36 \ I 32.33 -� x 933.89 I x 932.54 93211 edy/ �1 3/4 INCH I POSSIBLE LOT LINE IRON PIPE \ L - - - LOCATION HOLDING I'936.56 * \9� 934.85 11 c w - - ` _ 22 FOUND IRON I '; ', ;,��� \\i X 932.50 931.84 33 =937_ -----`�� I \ \) // 3.35 h - _ 1 932.74 33 '' `,y'h i Xrn ^"j / / 932.62 / -7 4.09 932.28 ;' e�� //•'' J 933.33 x ` 30"ASH �\ 12"SPRUCE ---BOULDER RETAINING WALL • \ /��` A,)/ ��// x 933.67 x 933.80 x 933.38 % 1 `I \ \ / / / •�� E❑ 46.21 933.23 \ o \\ \ / 931.76 - 2p--- G EXISTING HOUSE CANTILEVERED ABOVE-- I i 93�2.90 ' l 931.87 r 932.71 933.03 ADDRESS: 2484 i I FFE=930.28 - - ' 1 i X X 14.0 PROPOSED „ r � 1 932.87 932.58 .1 HOUSE N ; I ,� ' 931.88 1I 1 ^ I E - - FFE=933.92 ; x �/ I e x N r 933.10 / _J I F 933.01 � M \ �l cl 1 II N ?p1 I co 6.31 o UPPER WOOD DECK Lri _y 933.01 W ��M��j��_�J I I I I X93. 1 10W 932.89 14.0 933.06 x u) _ _ _ _ Q x 938.77 x1932.79 14.0 ' x 932.37 \ i LL L� X 933.40 i' � x 932.01 CD x 933.20 1 X 939.0 932.86 X 932.85 x 932.82 I M Iu�0) I ` 25.0----------------- ism " ; 1 ------------ / I 04 � o I` �� PATIO N ' 1 I I O 933.07 � � --- � N �� 932.72 x x cc`\ -- � --- ---------- X 933.14 ,/ 932.63 �' PROPOSED 932.14 GARAGE I 933.11 % I ' ' 933.06 X 933.11 r 20.0 X 932.51 11 1 I , I X 1 11 .0 x s32.a7 4aMo 12"MAPLE 1 I x 932.46 1 1 L-Li I ' 929.47 0 I I , 00 1 931.88 ---WATERS EDGE DATED I c� C) H: I APRIL 30, 2024 N a' ' I ELEVATION=929.5 1 X 932.71 I 1*432.52 � 24.0 ' X / J I I 24"ASH (J� N 1 ' o ll � ' POSSIBLE LOT LINE LOCATION HOLDING 932.20 Q x M 933.01 L' 5'R ' SURVEY PERFORMED BY SCHOELL &-- \� vs x933 MADSON, INC. DATED 5-1-90 `1 0 932.99 934.43 V 932.89 932.95 X 932.96 _ / °f M X ' jp ' X I.- -// x 932.70 �' 931. W77 �L 54"OAK ' ' 932.20 932.08 00 I x / 'g I ' -FENCE POST 932.13_-- 00 °' r FENCE POST no I x 932.65 r - - - r , 932.02 - i ,,>E-----_-- 931.72 m r X 941.56 941.60 I I^ 931.96 X ' _- -- I M 932.00 1 I� __ / --- / x (n IX i _ / x 932.23 _ O 5`l ---------- / ) 1 X 31.611.26 933.29U �41 I i x - ; 1; ----NORTH SHORE OF THE CHANNEL CONNECTING SPRING -------- - 31 72 ' �PARK BAY LAKE MINNETONKA WITH BLACK LAKE ' / DATED APRIL 30, 2024 9. 929.52 , ; 938.29 , , 1 ' ; 33 I 33 1. Sequence of Erosion Control Construction Activities a) Installation of silt fence or Bio Rolls prior to any construction activity. b) Installation of rock construction entrance prior to any construction activity. c) The site shall be re -vegetated within 48 hours of final grading. d) Install landscaping as per landscape plan. 2. Erosion and Sediment Control Measures All best management practices (BMPS) determined by the Engineer to be effective are available for use on the site. BMPs anticipated to be used on the Project include the following: * Silt Fence * Temporary Rock Construction Site Entrance Pad * Concrete Mixing/Washout Basins shall be taken offsite * Final Landscaping with Seed, Fertilizer, Topsoil or Sod * Street Sweeping 3. Inspection and Maintenance The Contractor is responsible for providing, maintaining and removing all Erosion Control BMPs, as set forth above, which includes all materials, equipment and labor. Owner is responsible for having the Contractor install, maintain and remove the BMPs as set forth above. SITE ADDRESS: 2484 INTERLACHEN RD, SPRING PARK, MN 55384 Client: Design by Original date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision, and that I am a duly MAXAMAR PROPERTIES JF 5-9-24 esotu°nd Surveyor under the lows of the State of Minnesota. 14712 HIGHTOWER MINNETONKA, MN 55345 Drawn by Revisions ionath n L. Faraci JK Date 5-9-24 Minnesota Rey. No. 16464 LAKE AND LAND SURVEYING, INC. Survey book No. Page title SURVEYING/CIVIL ENGINEERING EROSION CONTROL PLAN 1200 CENTRE POINTE, SUITE 375 S.A.P.number Sheet number of ST PAUL, MN. 55120 PHONE (651) 776-6211 E-MAIL' 2024.066