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POND 2 <br />NML 9000) <br />MNL - 902 1) <br />EDF - 902.61 <br />10 1 BENCH T 900 0 -899.0 <br />PPVD I <br />903.0 <br />01- <br />11110 50 10L - 905.5 <br />(OF - 905.6 <br />10:7 BENCH - 901.0 -902.0 <br />• <br />viols <br />90001 M <br />M <br />SIC ►a <br />Ors eyes 9.4- 44.1 17 9C. we I5 <br />©,. . 44.444. :. -N..:. <br />146.. 1043. 36.. 3601 lot ine mei <br />TaaSE OF OMANIES <br />TOO LE OF OUPAMCS <br />IVIW N Io-. 0011£15. 9096 a 000104M1 4601. <br />6..6 <br />9 <br />.50.9' <br />COTS N <br />.SHIT <br />0 4 <br />1 Q <br />ON <br />oro <br />I . <br />C <br />s <br />(Cu.. <br />o.M <br />R <br />C u <br />r <br />°�2- <br />u. . <br />m 311. <br />o.Ga <br />. <br />4654. <br />5• <br />.0IC . <br />Cu <br />(n3 <br />'5 <br />9 <br />N <br />L' <br />a <br />42 <br />MI <br />5 <br />5 <br />l9 <br />10 <br />15 <br />1: <br />29 <br />4 <br />2A <br />5.9 <br />i9 <br />T <br />53 <br />71 <br />9.5 <br />1 <br />12.9 <br />1. <br />22 <br />:a <br />5.1 <br />IJ <br />T <br />.A <br />65 <br />•i <br />aA <br />55 <br />!3 <br />In <br />1.. <br />1113 <br />19.1 <br />2.1 <br />5] <br />sn <br />5 <br />.0 <br />is <br />u <br />5S <br />5.7 <br />5 <br />f.9 <br />a <br />73 <br />Is <br />1 .l <br />MA <br />245 <br />21 <br />3A <br />�.9 <br />.5 <br />55 <br />7! <br />9.2 <br />12.9 <br />TOO LE OF OUPAMCS <br />IVIW N Io-. 0011£15. 9096 a 000104M1 4601. <br />2' BERN 8 SILT FENCE <br />y <br />SILT FENCE -6" MINIMUM <br />1 1/2' CLEAR AGGREGATE <br />.ADDITIONAL AGGRECA 7E PILE TO BE KEPT ON SITE <br />TO REFRESHEN EN TRANCE AFTER SOILING <br />GRAVEL CONSTRUCTION ENTRANCE <br />WITH BERM AND SILT FENCE <br />NOT TO SCALE <br />SAIL <br />BORING;' <br />BORING <br />DEPTH <br />457 5 <br />ap9' <br />1S,.I }� <br />95..E <br />« <br />1�1 <br />L <br />Itt) <br />9 <br />0M. <br />�...: <br />c,., If4 <br />9441. <br />CM.... <br />m.l(94".9.4. <br />5" <br />Owl. <br />o..i. <br />Rc,. .Y6. <br />6" <br />9.a. <br />..fie <br />004 <br />Raw.. <br />��. ... <br />a <br />r <br />5 <br />SI <br />.2 <br />11 <br />TO <br />59 <br />5.s <br />2 <br />9.5 <br />17 i <br />A <br />II <br />5.9 <br />Ss <br />59 <br />4465 <br />100 <br />;11 <br />lsu <br />,0 <br />Spa <br />52 <br />55 <br />lA <br />192 <br />52'3 <br />a.a <br />09 <br />5s <br />75 <br />4-; <br />■24 <br />2' BERN 8 SILT FENCE <br />y <br />SILT FENCE -6" MINIMUM <br />1 1/2' CLEAR AGGREGATE <br />.ADDITIONAL AGGRECA 7E PILE TO BE KEPT ON SITE <br />TO REFRESHEN EN TRANCE AFTER SOILING <br />GRAVEL CONSTRUCTION ENTRANCE <br />WITH BERM AND SILT FENCE <br />NOT TO SCALE <br />SAIL <br />BORING;' <br />BORING <br />DEPTH <br />GROUND WATER <br />ELEVATION <br />SOIL BORING <br />5T -1 <br />75.5' <br />899.1 <br />5T -2 <br />15.5' <br />896.1 <br />5T -3 <br />75.5' <br />695.9 <br />ST -4 <br />15.5' <br />894.7 <br />ST -5 <br />15.5' <br />894.7 <br />5T -6 <br />NOT PERFORMED <br />NOT PERFORMED <br />5T -7 <br />75.5' <br />897.0 <br />ST -8 <br />75.5' <br />NONE OBSERVED <br />ST -9 <br />15.5' <br />NONE OBSERVED <br />ST -10 <br />NOT PERFORMED <br />1407 PERFORMED <br />Sat TYPE DESCR/PTTON <br />SOIL BORING <br />5010 TYPE <br />ST -1 POORLY GRADED SAND <br />ST -2 POORLY GRADED SAND <br />ST -3 POORLY GRADED SAND <br />ST -4 POORLY GRADED SAND <br />ST -5 POORLY GRADED SAND <br />ST -6 164 <br />57 -7 POORLY GRADED SAND <br />ST -8 POORLY GRADED SAND <br />57 -9 POORLY GRADED SAND <br />5T- 10 NA <br />0 00 200 <br />SCALE IN FEET <br />7 INCH - 100 FEET (22' X 34" SHEET) <br />1 INCH - 200 FEET (11" X 17" SHEET) <br />RECEIVED <br />DEC 1 3 2006 <br />CITY OF UNO LAKES <br />NUMBERED NOTES <br />pt INSTALL SILTFENCE PRIOR 70 START OF SO7 DISTURBING ACTMTIES. <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 PON0 GRADING: <br />POND 1 902.0 <br />POND 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 EOLAL) <br />® INSTALL RIP RAP AT ALL CULVERT OUTLETS ACCORDING TO PROVIDED <br />TABLE. <br />0. BOX AND RAIN GAUGE ON SITE. <br />• CONCRETE TRUCK WASHOUT PAD. <br />GENERAL NOTES <br />1. SEE SHEET F2 FOR ADDITIONAL SWPPP REOUIREMENTS. <br />2. PERFORM SEEDING FOR FINAL STABILIZATION OF DISTURBED AREAS <br />AS FOLLOWS: <br />0. 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 90B AT RATE OF 50 POUNDS PER <br />ACRE WITH BRILLION TYPE SEEDER OR OTHER MEANS TO COVER <br />SEED WITH 14" TO ' - OF SOIL. <br />e. APPLY UNIFORM COVERING OF MNDOT TYPE 1 MULCH AT A RATE <br />OF 2 TONS PER ACRE. <br />f. ANCHOR MULCH TO DEPTH OF 2 TO 3" WITH DISC ANCHOR OR <br />OTHER MEANS IMMEDIATELY AFTER SEEDING. <br />*MC M 56 REINFORCEMENT <br />PO51METAL OR rm <br />OR SiANE <br />DIRECTION OF <br />RUNOFF F509 <br />NOAL SCE. <br />-ENGINEERING FABRIC <br />FABRIC ANCNORAGE <br />1RENE NATURAL IRTN 6 INCH lI1IJ. <br />TAMPED 9080/ NATURAL 50$ <br />6WCH MW <br />NOTE. DEPENDING UPON CONFIGUR RON, ATTACH FABRIC TO MMR0 ME5H 77M <br />HOC 77x054 s1EEL P0575 RITH TIE SIRES OR NOW POSTE BON STAPLES <br />TYPICAL INSTALLATION FOR SILT FENCE <br />NOT TO 5657.E <br />`, <br />LINO LAKES, MINNESOTA <br />ft <br />Pnty <br />9 <br />F <br />0 <br />