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Case Na. 15093
CERTIFICATE OF SURVEY FOR
LESLIE N. HAHN
IN THE SW 1/4 OF SEC. 27-118-23
HENNEPIN COUNTY, MINNESOTA 00ND CDP
666.74
.__........_—......._...._..... .. .. _...... ......_...__.....__.._....._................. ...__._._._—......---
NOTE: APPR0X6MATELY L S IL IS YARDS LA , _.— ......
EXCAVATEE POOL SOIL IS TO BE PLACED /, Planning & Zoning Plan R9VIM - A
AND GRADED INTO A PLANTED MULCHED
BERM WITH A MAXIMUM 3:1 SLOPE. MATERIAL I
WILL STAY OUT OF THE 30' SETBACK
m ; e , s p.oIM
A.JZ Site Plan Review Date:
APPROVED
CAPPROXIMATELY 150i EXCAVATED POOL CUBICSOIL 0 BE / / / / ' I ' o/o / �rn W PPROVED WITH REVISIONS (see notes.,
PLACED AND SODDED WITH A / / 10
MAXIMUM OF 4:1 SLOPE O C] DENIED o
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150'SETBACK �%- (9vs.>)'\ / / 998.5 / / I ,�1 %X O :
FROM O.H.W. I� 1
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I S 88°49' 19" E 323.47 -
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HOUSE ;
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SETBACK / 1 f,ms3� Doug- ' DRIVEWAY 500'
EAST LINE OF SE 1/4
LINE >za P0Rg1 SETBACK \ // SEC. 27-118-23
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Temporary Erosion Control and Sequencing 990.21 �� I MaasNr-ice
LEGAL DESCRIPTION OF PREMISES
1. Install perimeter control fencing per the standard detail plates. No more than
The South 354.75 feet of the East 990 feet, except the North 150 feet of the 600 linear feet of silt fence should be continuous and collecting at one point.
East 323.4 feet thereof, of the Southeast Quarter of the Southwest Quarter of Undulate the silt fence or use "simles" or crescents of silt fence.
n w t Section 27, Township 118 North, Range 23 West of the 5th Principal Meridian. 2. Use horizontal slope grading 33 I 33
3. Install erosion control around any temporary dirt stockpile areas.
4. The contractor for the project shall inspect all erosion control BMP's after , I
o denotes iron marker each rojnfoll and repair as necessary and remove sediment from silf fences
if it reaches 1/3 capacity.
(908.3) : denotes existing spot elevation, mean sea level datum 5. The contractor shall schedule his operations to minimize the amount of
' disturbed area at any given time. The contractor shall limit his activities
denotes proposed spot elevation, mean sea level datum to the :grading limits as shown.
6. Remove all temporary BMP' s once the site has reached final stabilization (a
denotes existing contour line, mean sea level datum uniform.. perennial vegetative cover with a density of 70 percent over all pervious
1 u -r surface areas).
——' denotes proposed contour line, mean sea level datum
Permanent Erosion Control
Bearings shown are based upon on assumed datum. -30 0 30 60 90
^_ �l 1. All exposed soils on site must be stabilized with in 3 days:
a. Stabilization on slopes flatter than 4:1 consists of disc -anchored
This survey intends toshowthe boundaries of the above described property, mulch and seed; stabilization on slopes flatter than 4:1 and in areas
I( xr the location of an existing house, building, and play house, the location ofof concentrated flows consists of erosion blankets and seed.
l.' all visible hardcover", and the proposed location of a proposed pool, spat 2. Temporary mulch and seed is needed for exposed areas which sit fallow for S C A L E I N F E E T
elevations, and grades thereon. It does not purport to show any other 3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21
improvements or encroachments. days. Also open stockpiles need to have temporary stabilization if they are to
remain inactive for more than. 7 days.
REVISIONS DESIGNED I hereby certify that this plan, specification, or report scAE
was prepared by me, or under my direct supervision,
DATE BY REMARKS
and that I am a duly registered Civil Engineer and Land G R 0 ERG & ASSOCIATES, INC. CATE
DRAWN Surveyor under the laws of the State of Minnesota. -10
CIVIL ENGINEERS, LAND SURVEYORS, LAND PLANNERS 9-27Ns.
roe No.
CHECKED 445 NORTH WILLOW DRIVE, LONG LAKE, MN 55356 10-247
Mark S. Gronberg Minnesota License Number 12755 952-473-4141 s of
SUsETS
10-247