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c) LAKE WAUBESA 0 OHWM=845.5 THE EXISTING DRIVE WILL SERVE AS THE CONSTRUCTION ENTRANCE. THE DRIVE BASE FLOOD EL=846.97(NAVD88(2012)) EX. CUP IS TO BE MAINTAINED BY THE CONTRACTOR IN A CONDITION, WHICH WILL ai EX. DOCK �� 5841—•—`_�,��-��-` PREVENT THE WRACKING OF MUD OR DRY SEDIMENT ONTO THE ADJACENT EX. GRAVEL :• -- K. 85 :47' E il1�:�,j,��R PUBUC STREETS. SEDIMENT REACHING THE PUBUC ROAD SHALL BE REMOVED •�� _� ,� ---- BY STREET CLEANING (NOT HYDRAULIC FLUSHING) BEFORE THE END OF EACH• ?:: `:::, 4r��11� `alleallt). .;ft WORKDAY. `�.46-�\ EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO GRADING ©,4' + ` ' `EX. RIPRAP ^� �_ EFFECTIVENESS UNTIL VEGETATION IS ESTABLISHED ALL EROSION CONTROL o �, Y1� MEASURES AND STRUCTURES BERING THE SITE MUST BE INSPECTED AT L.) i I \ MAINTENANCE YWILL WITHIN OLLOW AN HOURS OF A WITHIN 24 HOURS. ALL \BOATHOUSE N 88'21'E 56.90' \��/r ' ��, ,): (CUT AND FILL SLOPES SHALL BE NO GREATER THAN 3:1. N �� 4kA:' Sr- t EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL)1. tsitA ACCEPTANCE OF THIS PROJECT. EROSION CONTROL MEASURES AS SHOWN 111 p SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE _ ' , CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECTING AU. ER OSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION �r ll Visigi� ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN EX. DECIDUOUS WRITING BY THE STATE OR LOCAL INSPECTORS. OR THE DEVELOPER'S TREE(�) ENGINEER. SHALL BE INSTALLED WITHIN 24 HOURS. //7UIE SGHEDU E I 444 INSTALL INITIAL EROSION CONTROL DEVICES O in 444 CONSTRUCT HOUSE/GARAGE AND DRIVE AND RESTORE PERVIOUS DISTURBED AREAS. I j BESTORAIION NO ES 00 $ ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR (4) C'INCHES OF TOPSOIL SEED AND MULCH. ALL PERVIOUS DISTURBED AREAS CO SHALL RECEIVE FERTILIZER. RESTORATION WILL OCCUR AS SOON AFTER THE DISTURBANCE AS PRACTICAL SEED MIXTURE 40 SHALL BE USED ON ALL 1 -NI DISTURBED AREAS. MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 630 OF D.O.T. SPECIFICATIONS. AN EQUAL AMOUNT OF ANNUAL RYEGRASS SHALL 0 0 BE ADDED TO THE MIX. O `� I °. 3I SEED MIXTURES SHALL BE APPUED AT THE RATE OF FOUR(4) POUNDS PER 1.000 SQUARE FEET. z FERTIUZER SHALL BE APPLIED AT THE RATE CF FOUR (4) POUNDS PER 1,000 W I SQUARE FEET. MULCH SHALL CONSIST OF HAY OR STRAW APPLIED AT THE In N RATE OF 2 TONS PER ACRE. in 0 1� 1n EX. WELL FERTIUZER SHALL MEET THE MINIMUM REQUIREMENTS THAT FOLLOW: EX. HOUSE VAULT NITROGEN, NOT LESS THAN 1876 PHOSPHORIC ACID, NOT LESS THAN 81; POTASH. NOT LESS THAN 87L STAIRS atiERL E�LZ/iyD{��pp,� C I WILLIAM GLENN QUAM ENGINEERING. LLC O EX WELL I {� PIALATINE, IL 60074 4804 SIGGELKOW QUAM ROAD. SUITE A Z Eli p i MCFARLAND, WI 53558 LL I \I LOT AREAS Q p \ TOTAL LOT=9.582 SOFT I PRO. HOUSE-2,521 SOFT.44 HOUSE AND GARAGE O EX. BOATHOUSE=213 SO.FT. CL) f 2799 WILLOW COURT A 4,G PRO. DRIVEWAY& SIDEWALK=840 SQ.FT. V EX. RIPRAP GRAVEL=341 SQ.FT. LO I b EX. DOC VAULT■20 SOFT. I yG\ EX. DOCI(■29 SOFT. I TOTAL IMPERVIOUS■3,764 SO.FT. 15 O O tiG IMPERVIOUS RATIO■39.4% C � • 0y NOTE: ELEVATIONS REFERENCED TO ABC( SURVEY 3 I I I- COMPANY SURVEY DATED 9-24-2015. 0 10 20 O I EX. OVERHEAD ELECTRIC �q I ,==se== N MAINTAIN SILT SOCKS In UNTIL VEGETATION IS ESTABLISHED. ..__. -_' _L ROD STAKES.10'SPACING) I ' 11° NOMINAL E r r■30.O( r MIN rtvgEXX SILTSOXX(OR EQUAL) N 11 )� SHEET FLOW I-11= 1=11=11=11- U I ,— $4l 11= 1=11= -1=11=1 _J f WALK h11.118RJ1111111T 1 _J W I 11-IIcll Z CONCRETE DRIVE I OLT 900C CONST UCTIO l (SH FLOW) W L.LI I 64e 2799 WILLOW COURT A — TOWN OF DUNN Z PRELIMINARY GRADING AND EROSION CONTROL PLAN �% EXHIBIT X13 Z 10 1% .r': DATED: OCTOBER 26, 2015 1'1.0 E -s0;;I'`. Li 51 i __� QUAM ENGINEERING, LLC . , ,.NL .� Residential an m a• — d Comeral Site Design Consultants NU/o( •-.•�/ , �www.quamengineering.eom ,O �ZOIA 4804 Siggdkow Road, Sutte A - McFarland, Wisconsin 53558 SOH stl1A - Phone(608) 838-7750; Fax(608)838-7752