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o <br /> 0 /044 <br /> / THE 0051MG OPoYEWAY IS TO BE MAINTAINED BY THE CONTRACTOR IN A ENT PUB%%ITCH <br /> is, iI WILL PREVENT T E 1RACNING OF MUD OR DRY SEDIMENT CNTO THE ADJACENT PUBIJC <br /> $THEFTS.SfgMENT REACXING THE PUWiC ROAD SHALL BE REMOVED BY BnffET CLEANING <br /> QD7 (NOT HIDRAUUC RUSXINGJ BEFQS THE END C£EACH YgPo(OAT. <br /> PROPOSED LOT AREAS 411110141 °va°NDPEELY uuxT°anmsFaR MAnuur"Aya EFFECTIVENESS VEGETATION IS ESTAA"euD ESTABLISHED. <br /> CV WAN 300 FT OF I AKF WAUBFSq <br /> (J LOT AREA: 7.431 SF 11°.L- . FOLLOW MI EROSION WEE LYCOW%THIN MEASURES 4 OURSTRUCTURES 0.5 SERVING THE THE .L MAINTENANCE N INSPECTED ALL <br /> AT LEAST I INSPECTION TO MmIN 24 HOURS C£A 0.5 RICH RAIN EVENT. ALL MNNIEXANCE MILL <br /> VEX. HOUSE: 2,121 SF 'I j CUT MID RU.SLWEB SHALL BE x0 GREATER THAN u. <br /> (0 EX CONCRETE (DRIVEWAY AND WALKS): 1,147 - EROSON CwmW IS THE REW ISmuTY 00 THE CONTRACTOR Uxnl ACCEOTANCE aF THIS <br /> _ EX. STONE AND RIP-RAP: ]4] SF PR08ci.EROSION CONTROL MEASiRE5 As 51IDMH SHALL BE THE MINIMUM PRECAUTIONS <br /> PROPOSED PATO: 394 SF \,- - 100 THAT WU.BE ALLOYED.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND <br /> I TOTAL PR. IMPERVIOUS: 4,409 SF �` © ' CORRECTING ALL EROS ON CONTROL PROBLEMS THAT ARE A RESULT O CONSTRUCTION <br /> N IMPERVIOUS RATIO: 59.38 /il ST STATE OR OCAIL INSPECTORS N CO R THE DEVELOPER'S MLOPIR'S AS REQUESTED IN INSTALLED SO THE <br /> I ' I• / ` \ 24 HOURS. OR THE DEYELCPERS mtlNEER.SHALL BE MSialID MmIN <br /> I *NOTE THE ENTRE LOT IS MTHIN 300-FT Cr LAKE WAUBESA. j\ <br /> �I I 0 10 20 ''16"�^°b <br /> JULY 5-JILT B,2016 INSTALL INITIAL EROSON CONTROL DEVICES <br /> / a` '/` �A, i• W • „LACY 6-OCTOBER 15,2MB PERVIOUS DISTURBED AREAS <br /> AND RESPIRE• <br /> ICfl <br /> ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR(4)INCHES OF TOPSOIL. <br /> Ln . j � � SEED AND MULCH. ALL PERVIOUS DISTURBED OCCUR SHALL RECEIVE FEE DISTURBANCE EXCEPT <br /> `q\\ DRAINAGE ARROW= —� NATIVE PIUS DISTURBED <br /> AREAS. AREAS SHALL <br /> PILL OCCUR ON A AS MINIMUM SOON O AFTER THE INCHES OS AS <br /> I\ iv 1, BBEINTACCMNMCf MTRESECRW 530 OQ SPECIFlCASITMS AµDUAL AMOUNT CFA <br /> I a I � �' ANNUAL RTEGRASS SHALL BE ADDED TO THE MIX <br /> E0 / a- _. ti �MIXTURES SHALL BE APPLIED AT THE RATE OF FOUR(4)POUNDS PER 1,000 SQUARE <br /> DO �_ EX CONIFEROUS MUPE LCLTUUZSHA1LL SST OF HHAAY aP STRAW mum AT(THE NDS P 2'.000 m^ Q 7 �� <br /> er I ,��Yy 0 ,_wx� {yw,�u� �t4 4 � �yMU�182Lpnfi.PHMPHORIC ACIDNOT LESS mREQUIREMENTS A�YNyYBy�R yYPO�TWTHAT <br /> ApS1I.FftIAW:£�N,ITR06m,HM LESS <br /> c \ LFa,i — _- / S2\wi! 5•..<4lz4 t 1 1;wn _ ,i�yYYY t�i1 E�',1 YCCI WAKE ENGINEERING.LLC <br /> `� :L4' / ^tlf{� V'r ri:r V �G•a—aa&S VC. II 1602 WAUBESA AVE <br /> Y. <br /> �p O.H.W.M. (845.87) STEVE <br /> C.'M 53nt ATM: RYAN WAKE <br /> u-el---_B 5 OA': '1 -LAWN L� ` / On- -=11e1 LAWN 1 -• MCF DPI 533558 a1TE A <br /> SILT FENCE OR SOCK <br /> L� td (SE DETAIL) LAKE WAUBESA <br /> f7 ZED ( PROPOSED 1 LIMITS OF DISTURBANCE 100 YEAR FLOOD EL = 846.9] (NAVD 88(2012)) <br /> In <br /> EX. CONCRETE PATIO I O.H.W.M. EL = 845.67 (NAVD 88(2012)) <br /> DRIVEWAY __ A �x �' I _ ��• LAKE ELEV. 644.75 ON 5/25/16 (NAND 88(2012)) <br /> TO OBTAIN LOCATION O <br /> EX. 1 III PARTICIPANTS UNDERGROUND <br /> L EX. IMPERVIOUS AREA TO ® FAOUTES BEFORE YOU <br /> a V I 1 2602 WAUBESA AVENUE �/� BE REMOVED ANO AREA Dlc Ix MSCwSix <br /> RESTORED N1TH EX. PEIR SO - �� ' • 3 TOLL FREE <br /> _ I EX. CONCRETE EX CONCRETE 9 1 1DD(FDR THE HEARING IMPNRm)(1974) 1-2289 <br /> EX. LANDSCAPING b B MS STATUTE 182MT5 19]4 <br /> �� EX. CONCRETE 1� II - \ ( )• <br /> a 1 SIDEWALK L .649_ WALK ` • \ REQUIRES Biro raucnvnTi <br /> e.,�� EX RIP-RAP <br /> K' 1 � ��°�- 849 k d maw <br /> LAWN / . I. <br /> Q I fi, 8g9 �� _� LANK a 4 ' a x Y x 2'(Mix.)ipsopmk- <br /> H�n _ _ • _ I WOOD POST <br /> •- <br /> R•-': FLIER FABRIC <br /> (� / PROPERTY UNE EII• 850� �C�, <br /> t , ` � _-849-__ © 101 <br /> bra 71 A, SHEET FLOW tr- <br /> P.C�(�y� / 'x <br /> � ' �-F1'iff _ hi�\ ,.. '/ (, fin.; IT <br /> a -WSW a' ..���F,fjg �� �,n z MINIMUM �_I 1 <br /> EXTEND FABRIC TO <br /> co <br /> wlialnlIntrin SLT MICE CDHS1RUCTION (SHEET FLOW) <br /> ZT �j �,= Y EX. DEgDUl0U5 <br /> 01 1P' TREE (TIP.) <br /> N y MAINTAIN NL SS UNTIL <br /> VEGETATION IS ESTABLISHED. <br /> . <br /> ROD FI SLTTEARKEE%S%001 15SPACING) <br /> j_ NOMINAL t x Y x 30'MIN <br /> EWK)O <br /> (.0 Y MIN <br /> 't (12'MA) <br /> T SHEET FLOW <br /> H IL T .J \ <br /> T ° JI <br /> I I I <br /> CSI <br /> Z SLT SOCK DETAL <br /> 12C CIUCCI PATIO RECONSTRUCTION — TOWN OF DUNN <br /> LU <br /> LLI GRADING AND EROSION CONTROL PLAN <br /> Z EXHIBIT: #3 <br /> CD DATED: JUNE 3, 2016 <br /> LZLI QUAM ENGINEERING, LLC <br /> Residential and Commercial Site Design Consultants - <br /> Q ..a..- <br /> www.quamengineering.com <br /> D 4604 Siggelkow Road, Suite A - McFarland, Wisconsin 53558 <br /> 0 Phone (608)838-7750; Fax(608) 838-7752 <br />