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--929--- <br />I929.4 con tour — <br />���-------------- <br />I ♦ \ `\ \ <br />x x 9 <br />41 <br />11011 <br />0 f x d7A %,%♦ T <br />6 _x�"'-cam- - - ,�,♦ `� \ �C <br />It <br />of <br />,' 7 I � � � � ��-- 932 `♦`�` \�` <br />V -t----- k` b 3 \\%9� <br />\♦ H Top \931.24 x 9 _ 76 k 37 <br />\ \ — Inv. ♦925.80 S rg x 7 k_S contour <br />\ \\ env. \921.24 W <br />IN 2 <br />10 <br />\ �; \\\,\ \937, \ O <br />\\ `, \\\ �t 9 / 4 94i 01\ / ` ` \ �� <br />6 <br />(x0/05( <br />` `\\ \ �j� <br />x70 <br />`` `\ 44. <br />7 C6 x }x i X1009 X 29 \\ \ �♦ <br />Mme' 41j,\ \ <br />1\ \ \ 414.\ <br />\ II \ `\ ♦��\ ��\ INSTALL DOUBLE ROW OF SILT <br />\ 1 \1 \\ ♦ %\2 ` 1 \\ ♦��\ \; FENCE AT GRADING LIMITS TO <br />\\ ♦� \\ <br />\ \\ + 3 ------------- x _________�r- ` \\ ♦\\ \\ PROTECT SITE FROM RUNOFF <br />x x 131 �\ <br />6 \ <br />x�T113\\\ <br />x wrJPr <br />INSTALL DOUBLE ROW OF SILT - - - --� I \ \ \ �9�\`\\ x 7 ♦ ``` x 1�� i `\ \ 2 3` / / �`� �•** % I <br />FENCE AT GRADING LIMITS TO �� <br />PROTECT SITE FROM RUNOFF �IAs \� x x 4 + � + x 15 �*� TEMPORARY MULCH PARKING AAs♦ <br />\� \ ,/ \\` x 17 V6 3 x LA47 \\4 AREA, INSTALL AT EXISTING ,%tip ;. \\\\ <br />\\ `, 423 x 18 x 19 x 21 GRADE, TYP. UPON CONCLUSION ♦, \\ <br />% 1 `\ \ ws + OF USE, RETURN SITE TO <br />�` \ `\ �� x 1 c'o x 22 PREVIOUS CONDITION, \ + \ <br />INCLUDING AERATION OF SOIL, <br />AND RE-ESTABLISHMENT OF + 1 <br />+ i\ TURF. <br />s <br />In J26.36Amo <br />\`\ Y ` <br />• \cp <br />432 <br />\ \ \ Found 1/2" Iron Pipe <br />\ \% <br />71 <br />\\ ;% 41 ' <1 G <br />Ar* <br />i� <br />�♦,♦ , x 35ZnO 41 <br />tj2e 'j ii 1J d <br />\ \\ \ Z 0 gpruce Spru' a <br />i l G4 <br />jPoplor <br />M 1 I + Cj 4" P for / <br />II IIo 3 6 �' mop/o <br />I / I �� i40 <br />I I / 21 I '� x 5 / � Poplar / <br />x �JJ j 19 <br />I �i 10 10 1 4iF <br />4#----------- <br />f I - ; ; '� <br />i <br />�t130ATLI INSTRUCTION <br />DO NOT PLACE SILT FENCE _-- _ �� <br />/ i`-�' `----- . _ ENTRANCE <br />IN WETLAND. HAND PLACE / i CO <br />BIO LOGS ALONG WETLAND <br />EDGE TO MINIMIZE <br />DISTURBANCE33.3 <br />Found Spike <br />fop 932.10 <br />Inv. 92Z20 <br />/(IIA94"44 <br />/ \ H yd. <br />Most westerly corner of Lot �•'� \' <br />185, TAYLOR'S SUBDIVISION <br />OF SPRING PARK LOTS \\ <br />o° <br />Most southerly corner of Lot <br />/ <br />/ <br />/ <br />/ <br />/ <br />. Floor <br />G� <br />MH \ <br />UNDERGROUND STORMWATER <br />SYSTEMS TO REMAIN OFFLINE <br />UNTIL SITE IS ESTABLISHED, TYP. <br />SWPPP NOTES: <br />1. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN <br />MPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSO <br />REQUIRED FROM THE CITY OF ORONO. <br />2. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, <br />DESCRIPTIONS, AND PRACTICES. <br />3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION <br />CONTROL NOTES. <br />4. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, <br />INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT. <br />CITY OF ORONO EROSION CONTROL NOTES: <br />1. EROSION CONTROL MEASURES AND PROTECTION FENCING SHOULD BE <br />INSTALLED BY THE CONTRACTOR AND MUST BE INSPECTED BY THE CITY PRIOR TO <br />ANY DEMOLITION OR LAND DISTURBANCE. CONTRACTOR MUST PROVIDE MINIMUM <br />24-HOUR NOTICE PRIOR TO INSPECTION. <br />ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND <br />MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM <br />REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING <br />THE COURSE OF CONSTRUCTION. <br />LEGEND: <br />EX. 1' CONTOUR ELEVATION INTERVAL <br />1137 1.0' CONTOUR ELEVATION INTERVAL <br />DRAINAGE ARROW <br />-------------------- SILT FENCE / BIOROLL - GRADING LIMIT <br />■ ■ INLET PROTECTION <br />STABILIZED CONSTRUCTION ENTRANCE <br />a —9 R 5— M -SZ: TEMPORARY MULCH PARKING AREA <br />I T <br />7z- <br />A EROSION CONTROL BLANKET <br />GOPHER STATE ONE CALL <br />WWW.GOPHERSTATEONECALL.ORG <br />(800) 252-1166 TOLL FREE <br />(651) 454-0002 LOCAL <br />7n� <br />4 <br />Ca07H0 <br />SRO�e <br />(�77 m (D n-9 <br />4931 W. 35TH ST. SUITE 200 <br />ST. LOUIS PARK, MN 55416 <br />CivilSiteGroup.com <br />Matt Pavek Pat Sarver <br />763-213-3944 952-250-2003 <br />LAKE', IIIA <br />DEVELOPMENT, LLE <br />I- <br />0 <br />Lu <br />0 <br />(3) <br />cY) <br />Lf) <br />L0 <br />0 <br />O <br />LUU <br />Q <br />CD <br />0 <br />Q0 <br />C'7 <br />LO <br />J co <br />L() <br />z <br />z Y <br />W z <br />0 <br />a LU <br />0 z <br />J2i <br />WLr5C-0 <br />>lt <br />N <br />W Lu <br />U) <br />C/) <br />W a <br />2 <br />TD <br />LLI 2 <br />L0 <br />QN <br />Liz <br />J <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />- MaTthew R. Pavek <br />DATE 06/07/18 LICENSE NO. 44263 <br />ISSUE/SUBMITTAL SUMMARY <br />DATE I DESCRIPTION <br />11/09/17 IPLANNING COMMISSION COMMENTS <br />04/24/18 1 WATERSHED REVISIONS <br />06/07/18 CONSTRUCTION PLANS <br />REVISION SUMMARY <br />PROJECT NO.: 17059 <br />SWPPP - EXISTING <br />CONDITIONS <br />swi ■ <br />©COPYRIGHT 2017 CIVIL SITE GROUP INC. <br />