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5. Holker Variance Survey revised-07-01-2020N AIN I\ Ir --W. A � �� /\ � BIG MARINE LAKE Fence Post (4) v I v L _ I i-� I-� 'A \ Existing (Top of Ice Elevation = 940.8 feet-NGVD 1929 (12/26/19) \ Ordinary High -� % I Residence Ordinary High Water Elevation = 942.2 feet (NGVD 1929) Water Line-_ -i �_ \ \ Highest Recorded Water Elevation = 942.89 (05/18/82) (942.2 feet) \ y� JLM o ,943.27 \ Lowest Recorded Water Elevation = 935.79 (09/21/61) -- \ 942.9 / \� \ \ (per Minnesota Department of Natural Resources) a °r 9 / \ _ 943 \\� / 00 945.34 \ \06-1 <e\� 1g / 943.5 Fence rr° y6i //� 8-__ X 6 w / Post I 945.91 I \ \ 944 / 7 / A eoX / / \ \+'s 0) \9 9k� o`a 00 \ \ I 944.95 \ �Q0 \ g5 /9/ X \ \ 943.90 \ %/ \OPt`Gi I ' / Ile 9� 9h2.4 81.10 i 16" tK. / J926. / \ 944.0fk / C� / X a)s8. \ / n Ati / 942.49 \ \ \ / / Ordinary F�i h \ \\ \ \ / i Well \ / A, 944.72 I 766 \ 'Line -i \ �>�12" \ 2? / 944.63X ,P ' V110 - Water •meq 945.60 \ (942.2 feet) \\ 1 \ \ \ / 12" ( AX943.28 \\ A V / / �.i3', ��/` _ A 12"x2 \\\ 6, `sem X \ \ �A6 Jam\ \ / 8 ` /P ��OT' X945.24 Oho' / \ \ I \ / \ I \ I 12"x2 \ \ \ \\ \\ 943.78 \ \ 6�A X ��7 / /�A�� I /'� / I / \/ 566 2 6� / / \ \ \ �^ \\\ \ \ Sa 2 \°y 944.54` �� 0�� ,�cP LJ LJ x x J 24" \\ \ 15" 945.12 946.72/ X 3" �3 944.11 B / 947.51 / do X 10" 943.6216- 3.09 \ n \ A y } cC/"' / /` \\ \ 11 a / \ \ \k94 \ \ �O 1 944.88 oGP / \\ 1 /FFE=949.23 oGP / \ X \\ i ' Utility , 5e / \ \ 943.61 \ �� \ Box \ I u \ \ ` o GP y`o / AP 9k0 944 43.92 % 944.64X� 7 944.48 Fog o,� \ L / Existing 2 _ _947.96X] ti / \ Garage s 0\ 5� a \ \ x \ I I \ \%IN, 36" k \x 9 ^ GFE=949 16 / J9 6 O 948.99 0 /,/946 .7r \ / O JLM \ \ ^IRR\' >> v 0 944.21 �� - \ r1\� / > i X �O 00 \ �. /a .. �iS• 'S�• �s \ / - / >( / /'� 71'38'45".. , \ X943.49 \ 945.90 / \ / 9487 / \ 7J� a.. (71011. iy/ 9481!5 950.16 9`� \ \ \ 1 � ,\ \ i 3 �/ / ,(9p� \ bei \ s'� �� \ t\9N9 / 950.45�� Existing �" 9A ooh �j / /X / A� > \ oar. \Y . .. / '° \ O \ Residences ti \ `saa.so ky/ / / o \ 9� o / '�\ �` g� 9 g5 \ IN, e o \/ \ X /9 / 9 / V X \ / \ \ d \ 5 g4 9 / / / sso_sa_\ �\ �� /\ SO\ / 950.74 1Q_ \ \943.911 946.54 // � / /,��° \ / � / / � �v' Q'°� \ /' / eQ o X Tru \c / 5 t� 6 \ 48.82// / 949.84 n ^ \ 944.48 \ I / /o'er 950.90�S� /X, 24" X 8.. � 949.32 \ 944.21 ' \ P46.1y /L_�r \� I I IVI \ n \ ' 1 sr�2 2'1 10" 9A 9 � INN Xlb 111 w G,n948.92°�� / \ \ g" \ \ �j • G� �$ L 1 ` fb-11 v "4,3- X 49 - Rte/ o \ 945.79X I\944. 0 a I 947.49 X 9t}8.2 C>�J�• / / / 4 \ / \ X946.36 \ /� / a� 9b`$/ 947.93 (:P°ad Peel / 48./50 e� / \ \ 946 � / \t-e� X0_06 18" CMP \ 947.86 / / / / / // IE=945.16 947.80 \ \ p -OH i p -OH / i i i i i i i i Lots 1 & 2_, Block 2 BECKSTROM ADDITION WASHINGTON COUNTY, MINNESOTA Subject to easements of record, if any. Jul 01, 2020 - 12:12pm sethm K:\cad_sury\Land Desktop 2008\P-3923.48\dwg\3923.48.dwg I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Lam -d Survevo-r-2under the laws of the State of Minnesota. Brian Person, MN License No. 49138 03/18/20 Date 950.21 �^) \ 950.67 Certificate of Survey Howard rJ Homes Inc. IMPERVIOUS SURFACE CALCULATIONS Area of property to shoreline = 18,465 Sq.Ft.f Existing Impervious Surface (Buildings -Including Eaves) = 1,840 Sq.Ft. Existing Impervious Surface (Sidewalks/Driveway/Walls/Decks/etc.) = 970 Sq.Ft. TOTAL EXISTING IMPERVIOUS SURFACE = 2,810 Sq.Ft. or 15.22% MAXIMUM ALLOWABLE IMPERVIOUS SURFACE = 4,661 Sq.Ft. or 25.00% NOTES: 1. In providing this survey no attempt has been made to obtain or show data concerning existence, size, depth, condition, capacity or location of any utility existing on the site, whether private, municipal or public owned. 2. The professional surveyor has made no investigation or independent search for easements of record, encumbrance, restrictive covenants, ownership title evidence, or any other facts that an accurate and current title search may disclose. 3. Square footage of lot is 18,465 Sq.Ft.± or 0.42 Acres± (to shoreline). 4. These lots are in Section 29, Township 32, Range 20. 5. Bearings are based on the Washington County Coordinate System NAD83 (1986 Adjustment). 6. The proposed building setback lines are shown as follows: - 5.8' along the Northeast property line to match the existing residence's deck - 38.0'-50.9' along the ordinary high water line to match the range line of the adjacent residence to the South - 20.0' along the Southwest property line to match current code - 40.0' along the road right of way to match current code GOPHER;, k, -'STATE ONECALL 144"CALL BEFORE YOU DIG 651.46C= • WWQ 1 a*2*116e GrNW MN www,gof)bormaE9on R.org N 20 0 20 40 SCALE IN FEET LEGEND • = DENOTES FOUND IRON MONUMENT o = DENOTES SET 1/2" IRON PIPE (LS#49138) --945-- = DENOTES SURFACE CONTOUR (1 FT. INTERVAL) x 945.23 = DENOTES SPOT ELEVATIONS = DENOTES CULVERT END -»- = DENOTES STORM SEWER LINE © = DENOTES ELECTRIC TRANSFORMER = DENOTES UTILITY POLE -P-OH - = DENOTES OVERHEAD ELECTRIC OGP = DENOTES GUARD POST = DENOTES DECIDUOUS TREE (DIAMETER) = DENOTES CONIFEROUS TREE (DIAMETER) = DENOTES SHRUB = DENOTES CONCRETE SURFACE ❑ = DENOTES BITUMINOUS SURFACE = DENOTES GRAVEL SURFACE = DENOTES PROPOSED BUILDING SETBACK LINES