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3 <br />E� <br />POND 2 <br />NIB - 900.0 <br />NMI - 902 I <br />tor - 902.61 <br />10:1 9E7104 .7 900 0-9990 <br />POND 19050 <br />NW. 905.5 <br />ECr - 905.6 <br />ID./ BENCH - 901.0 -9020 <br />Qi 744 pw. 9....., r.u-i N 31r. wee 1.5. <br />©164MOM . i0.1. xo .. or°4.s4K 02..'.x... <br />a... of fee .4414 w ..w ...., 1w..n epee 2 es. On <br />feet <br />TABLE OF 431 04092$ <br />WIMP M <br />MC OF WOMB <br />M.M.P 101-4 eue5rz e, emc Of 2 M 57N.1 M TN <br />WM• <br />•!T` <br />WASa <br />,,,f• <br />Mssw <br />wIr <br />0@ <br />Plea <br />P.. <br />IN <br />a <br />40 <br />r <br />o1.ow <br />MpeP <br />Lc.. re <br />r <br />oath <br />G...eMe <br />7 e <br />o. <br />r <br />Owe <br />w <br />xoe. .A2.. <br />o <br />0 , <br />44•4444. <br />24' <br />em. <br />e.m. <br />..low. <br />r <br />9m. <br />Gnawer <br />544 <br />na <br />455 <br />vex. <br />12 <br />21 <br />2. <br />E <br />36 <br />2 <br />M <br />! <br />I <br />1eo <br />I2 <br />i <br />1 <br />16 e <br />20 <br />a <br />i.5 <br />15 <br />a <br />*4 <br />)a <br />1I.9 <br />e. <br />x1 <br />21 <br />34 <br />4.55 <br />0.5 <br />41 <br />69 <br />s <br />!i <br />1�4 <br />] <br />1A. . <br />7.1 <br />s <br />]4 <br />sz <br />3 <br />53 <br />ea <br />9.7 <br />s5 <br />iO <br />a <br />114 <br />n4 <br />u5 <br />25.i <br />E4 <br />25 <br />z5 <br />s.5 <br />.x <br />55 <br />el <br />lE.9 <br />MC OF WOMB <br />M.M.P 101-4 eue5rz e, emc Of 2 M 57N.1 M TN <br />New �, .4 45 :.:77.1.. 1k ,w. - ~w <br />raw <br />T <br />SILT FFNL'E�6" MINIMUM <br />7 1/2' CLEAR AGGREGATE <br />2' BERM O SILT FENCE <br />ti, <br />.ADDITIONAL AGGREGA 7E PILE TO BE KEPT ON SI TE <br />TO REFRESHEN ENTRANCE AFTER SOILING <br />GRAVEL CONSTRUCTION ENTRANCE <br />WITH BERM AND SILT FENCE <br />NOT TO SCALE <br />SOIL <br />BORING$ <br />BORING <br />DEPTH <br />..- , <br />r <br />o... <br />.50-01 <br />0460464. w <br />. <br />.,1r <br />ewe <br />Poe <br />1a 11 <br />M.1 <br />ST -2 <br />043 .1. <br />weMM <br />Co . 76 <br />s• <br />6664 <br />nom TO- <br />ST -3 <br />6.o1. <br />Ce eaee. <br />oe. <br />72 2a.3 <br />m <br />x <br />5 1 <br />5e <br />/4 <br />ie <br />20 <br />s3 <br />7.2 <br />o <br />20 <br />ID <br />5 5 iia <br />5.4 <br />u <br />ne <br />1. <br />. <br />i� <br />2i <br />:5 <br />u <br />5s <br />ii <br />New �, .4 45 :.:77.1.. 1k ,w. - ~w <br />raw <br />T <br />SILT FFNL'E�6" MINIMUM <br />7 1/2' CLEAR AGGREGATE <br />2' BERM O SILT FENCE <br />ti, <br />.ADDITIONAL AGGREGA 7E PILE TO BE KEPT ON SI TE <br />TO REFRESHEN ENTRANCE AFTER SOILING <br />GRAVEL CONSTRUCTION ENTRANCE <br />WITH BERM AND SILT FENCE <br />NOT TO SCALE <br />SOIL <br />BORING$ <br />BORING <br />DEPTH <br />GROUND WATER <br />ELEVATION <br />SOIL BORING <br />ST-1 <br />75.5' <br />899.1 <br />ST -2 <br />15.5' <br />8961 <br />ST -3 <br />15.5' <br />895.9 <br />57 -4 <br />75.5' <br />894.7 <br />ST -5 <br />15.5' <br />894.7 <br />5T -5 <br />NOT PERFORMED <br />NOT PERFORMED <br />57 -7 <br />15.5' <br />897.0 <br />ST -8 <br />75.5' <br />NONE OBSERVED <br />5T -9 <br />15.5' <br />NONE OBSERVED <br />ST -10 <br />NOT PERFORMED <br />NOT PERFORMED <br />SOIL TYPE DESORPTION <br />SOIL BORING <br />SOIL TYPE <br />ST -1 POORLY GRADED SAND <br />ST -2 POORLY GRADED SAND <br />ST -3 POORLY GRADED SAND <br />57-4 POORLY GRADED SAND <br />ST -5 POORLY GRADED SAND <br />ST -6 NA <br />ST -7 POORLY GRADED SAND <br />ST -8 POORLY GRADED SAND <br />57-9 POORLY GRADED SAND <br />ST-10 NA <br />9 <br />100 200 <br />SCALE IN FEET <br />1 INCH • 100 PEE (22 X 34" SHEET) <br />1 INCH w 200 FEET (11" X 17" SHEET) <br />RECEIVED <br />DEC 1 3 2006 <br />CITY OF uNO LAKES <br />NUMBERED NOTES: <br />© INSTALL SILTFENCE PRIOR TO START OF SOIL DISTURBING ACTIVITIES. <br />® <br />INSTALL TEMPORARY STONE EXIT PAD PRIOR TO START OF SOIL <br />DISTURBING ACTIVITIES. <br />® INSTALL SILTFENCE AROUND PERIMETER OF POND AT THE FOLLOWING <br />ELEVATIONS IMMEDIATELY AFTER COMPLETING POND GRADING: <br />POND D 2 897.0 <br />POND 3 894.5 <br />O INSTALL CULVERT INLET PROTECTION IMMEDIATELY AFTER CULVERT <br />INSTALLATION. <br />• INSTALL STORM SEWER INLET PROTECTION IMMEDIATELY AFTER <br />STRUCTURE INSTALLATION. (WIMCO OR APPROVED EOUAL) <br />® INSTALL RIP RAP AT ALL CULVERT OUTLETS ACCORDING TO PROVIDED <br />TABLE. <br />O BOX AND RAIN GAUGE ON SITE <br />• CONCRETE TRUCK WASHOUT PAD. <br />GENERAL NOTES <br />1. SEE SHEET F2 FOR ADDITIONAL SWPPP REOUIREMEMS. <br />2. PERFORM SEEDING FOR FINAL STABILIZATION OF DISTURBED AREAS <br />AS FOLLOWS: <br />9. REPLACE TOPSOIL TO PROVIDE A UNIFORM THICKNESS. LOOSEN <br />TOPSOIL TO MINIMUM DEPTH OF 3" <br />b. APPLY COMMERCIAL GRADE, SLOW RELEASE FERTILIZER OF <br />ANALYSIS 22 -0 -10 AT RATE OF 2 POUNDS ACTUAL NITROGEN <br />PER 1,000 SQUARE FEET. <br />c. INCORPORATE FERTILIZER INTO SOIL BY USE OF HARROW OR <br />OTHER MEANS TO PLACE FERTILIZER BELOW GROUND LEVEL. <br />d. APPLY MNDOT SEED MIXTURE 908 AT RATE OF 50 POUNDS PER <br />ACRE WITH BRILLION TYPE SEEDER OR OTHER MEANS TO COVER <br />SEED WITH 744 TO 34" OF SOIL. <br />e. APPLY UNIFORM COVERING OF MNDOT TYPE 1 MULCH AT A RATE <br />OF 2 TONS PER ACRE <br />L ANCHOR MULCH 70 DEPTH OF 2 TO 3" WITH DISC ANCHOR OR <br />OTHER MEANS IMMEDIATELY AFTER SEEDING. <br />NO1E OEPENDING UPON CONFIGURATION. ATTACH FABRIC 70 679E MESH R/N <br />HOG RINGS. STEEL P05T5 NM TIE MRCS 05 6000 P0575 677H STAPLES <br />TYPICAL /NSTALLA770N FOR SILT FENCE <br />N07 70 SCALE <br />0 <br />RECORD DRAWING <br />ti <br />LINO LAKES, MINNESOTA <br />fl <br />