DCPZP-2008-00559 - Laserfiche WebLink

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3 EROSiCfI NOTES in THE STONE CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO ANT CONSTRUCTION. THE TRACKING PAD IS TO BE LMA6NTAINED BY THE CONTRACTOR IN A CONDITION,MARCH RILL PREVENT = THE TRAM OF MID CR DRY SEDIMENT ONTO THE ADJACENT PUBLIC WHLL .SEDIMENT C.) REACHING THE PUBLIC ROAD SHALL BE REMOVED BY STREET CLEANING(NOT HYDRAIAUC Q • EX. RUSHING)BEFORE THE DID OF EACH WORKDAY.• UT CONCRETE EROSION CONTROL DEVIOZS SHALL BE INSTALLED PRIOR TO GRADING OPERATIONS AND SHALL BE •E0 DRIVEWAY PROPERLY MAINTAINED FOR MAXHAM EFiECTTVENESS UNTIL VEGETATION IS ESTABLISHED.ALL EROS WED(ON OR INN 24 HOURS OF ASTRUCTURES.NCH RAIN EVENT. ALL MANIENANCE WILLL.FOLLOW AN LEAST O INSPECTOR WITHIN 24 HOURS. I DISTURBED AREAS BILL BE TEMPORARY WELCHED WITHIN B MONTHS OF RENAL DISTURBANCE AND O -- - ' PERLAANENT-T RESTORED WITHIN I YEAR DISTURBED SLOPES GREATER THAN 20%WILL BE N •••;w-_` IDAPCRART MUCH LED WHIN ENM 7 DAYS AND PAAENT.T RESTORED INTMN'30 DAYS I CO N _ y EROSION CONTRA IS THE RESPONSIBILITY OF THE CONTRACTOR URN_ACCEPTANCE OF THIS O PROJECT.EROSION CONTROL MEASURES AS SHOWN SNAIL BE THE UIMMM PRECAUTIONS THAT WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REC30I21NG AND CORRECTING I V EX. TO HOPE - ALL EROSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION ACTT/TES ADDITIONAL O Fl INV E-782.10 ER090N CONTROL MEASURES,AS REDLESIED IN MUTING BY THE STATE CR LOCAL INSPECTORS. 0- INV W-782.16 OR THE DEVELOPER'S .SHALL BE INSTALLED WITHIN 24 HOURS 11 O SEPTEMBER 15-NOVDAIBED 15.20011 INSTALL INITIAL ER0901 CONTROL DEVICES AND (n TIC.; RINSE HOUSE O - NOVEMBER 15.200e-SEPTEMBER IS 2009 COMPLETE CONSTRUCTION.FILL AROMD STRUCTURE :I AND RESTORE DISTURBED AREAS o (PROJECT NORTH) � r— ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM CC FOUR 4)NOES DF TOPSOIL, 5®AND AREAS. ALL PFAIAOUS 1.OCCUR Bm AREAS SMALL RECEIVE EXCEPT NATIVE II EL/ m 0 10 20 ' PLANTING AREAS RESTORATION WILL OCCUR AS SOON AFTER TIE DKIIAIBANCE AS PLRACTCAL / •■ ■ ■-- / NET DETENTION NATIVE S®1MOTURES SHALL BE USED FOR NE BOTTOM OF THE OETON110N POND. SEED MIXTURE 40 SHALL BE USED ON ALL OTHER DISTURBED AREAS. NURTURES SHALL Ar-_U. BE N ACCORDANCE MN SECTION 630 OF 0.0.T.SPECIFICATIONS. AN EQUAL AMOUNT OF ANNUAL MORASS SHALL BE ADDED TO THE MCC. O PROPOSED BLOCK WALL ' .E --- - SEED MIXTURES SHALL BE APPLIED AT THE RATE OF FOUR(4)POUNDS PER 1.000 SDUARE FEET. I N _ FERTILIZER SHALL BE APPLUED AT THE RATE OF FOUR(4)POUNDS POI 1.000 SCUARE FEET. EIW-785.00 - WELCH SMALL CONSIST OF HAY OR STRAW APPUm AT THE RATE O 2 IONS PER ACRE �1!'� _ FERTILIZER SHALL MEET THE IAAIMUM REDJMENENTS THAT FOLLOW NITROGEN,NOT LESS NAN _ 16% PHOSPHORIC ACID.NOT LESS THAN KA POTASH,NOT LESS THAN Bx 1', ( 'I.. i =EL �,-.:"I 6.1 BEAOI AVENUE ATTN: RYAN ILO 1 EDGERTON,M 53534 4193 LARSON BEACH ROAD II---- " MCFARL.ND.M 53555 o ( c° • ULAND�RJEST Jcas_ • v EX. TREELINE (TYP.)-"'I /1 •-(83 BEACH A 1)DATE Of TOPOGRAPHIC FELD BORIC AUGUST 20,2006 I ■ EX FLOOR EL- r RAISED FLOOR EL' 2)ELEVATIONS BASED ON WATER ELEVATION OF LAKE KOSHKONONG PUBUSIED N REAL-MAE BY CO „'i. 1, (TO BE RAISED BY THE U.S GS 05/05/2006(U.SG.S REAL-SHE LAKE ELEVA71oN,MOM Z9).FRM RFE-7642 In (NGV029)FROM MAP 55025C0550F. EXPOSURE a-.7 II �, 3)THE HIGH WATER MARK FROM THE JUNE 21.2005 FLOOD WAS RECORDED BY THE U.S.G.S.AS `�2 C 765.13.THE ELEVATKN WAS VERIFIED FROM EMINENCE ON BULDNG STRUCTURES AND TESTIMONY FROM AREA REDOD/TS EX. GRASS YARD ( m ,n 4)1.\ • 4 140 ATTEMPT HAS BEM MADE AS A PART OF TARS MAP TO OBTAIN OR SHOW DATA CONCERNING D3STENC,921.DEPTH.CONDITION,CAPACITY.OR LOCATION Di ANY UTILITY OR ( MUHI AL/PUBUC SERVICE FAOUTT.FOR INFORMATION REGARDING THESE UTILITIES OR FAQUTES Ili I PLEASE CONTACT THE APPROPRIATE AGENCIES 0 5)SURVEYOR HAS MADE NO NVESITGATIOI CR BIOEPDDDNT SEARCH FOR EASE 1DITS OF C i ID ` RECORD.DIOIMBRANCE'S RESTMCiMVE COVENANTS ORNEA96P RTE EMDENCE.OR ANY OTHER E}..!� FACTS THAT AN ACCURATE AND CURRENT THE SEARCH MAY DISCO PROPERTY BOUNDARY 6 L.. 76AL y ' 9 V`'A-7?---- APPROXIMATE AND NO UABBUTY(DINER EOD'RESS D OR IPLED)FOR SAC ACCURACY OF THE LL FILL TO 784:-2/je �I fti -4 PROPERTY BOUNDARY DEIMEATE HERON IS ASSUMED BY GUAM ENGINEERING,ILO 111 U IS FROM FOUNDATION ( d7' 6)ALL SURFACE AND SUBSURFACE NPROMEMENTS ACCESSORY 5UIDBEGS,DECKS.TREES. 1 1, �F- HEDGES AND GROUND COVER ON AND ADJACENT TO THE SITE ARE NOT NECESSARILY SHOWN L 1 ' [(tea 1 (/�6 HEREON. 17 1, I' 1 fR uN 1 7 r C- II o N ® ( �OV - LAKE KOSHKONONG - - : LAKE EL-776.22(NGw29) 08/20/2008 (U.S.G.S. REAL-TIME LAKE ELEVATION) I I ''''-_ ..COI APPROXIMATE FLOOD HIGH WATER EL-755.13 - FIRM RFE-784.2 (NGV029) C ` OH_-ELEC STILT FENNY - ` N N Mum LAKE KOSHKONONC AREA-10.500 AC.Timm L _ -457.380.000 SF O ;,0 ` - - - PROPOSED FILL(PER LIL1)-10.000 CF 1`) EX. I APPROXIMATE FLOODPLAYI - 10.000 CF 0) EX. MARSH AREA - - - STGRAGE FUME 457.360.000 SF l � � � / -0.00002 FT U Ir. THE PROPOSED FILLING AND GRADING WILL NOT CAUSE AN OBSTRUCTION TO —J - THE FLOW OF FLOODWATERS AND WILL NOT CAUSE AN INCREASE IN J • ----' - REGIONAL FLOOD HEIGHT DUE TO LOST FLOODPLAIN STORAGE AREA. WHICH 1111 - Q �S� L IS EQUAL TO CR EXCEEDING 0.01 FOOT. THE PROPOSED FILLING AND Q SDr GRADING WILL NOT EXCEED 10.000 CF PER LOT. WMCH IS EQUIVALENT TO AN ��'� APPROXIMATE FLOOOPLAIN STORAGE VOLUME OF 0.00002 FEET. L!-ti!:L-L nn�R R ,. ,. > L . 1 .ti, ti -1 CL W • .,! ti! ,�-.L-:L-,e .�r;L.TA RULAND RESIDENCE - 83 BEACH AVENUE W - r f--- ..21:.1�.1.1:.1:1:I:. Z T L.L.f _--_ .,•�=ti!r. :1!,e 1•i 1!r:y!:.1; I GRADING AND EROSION CONTROL PLAN -,IP.T�.��.�O.a�.T4P�4'•:. y_ .. EXHIBIT #3 T` z' �� •.,..,,,..,.•L�+!�L =rte �. L� DATED: AUGUST 27, 2008 Z Y-P CLEAR BIQE :..A Am _ z�```'-` -- �I LAN QUAM ENGINEERING, LLC -��,-' ..c..' y.:„Is`e. , Res,dent.al and Commcr ■al 5Ite Des.gn Consultants 1 < nom,:. a'-- -- 1 ENTRANCE www.quamengineering.com 4893 Lorson Beach Rood; McForlond, Wisconsin 53558 Phone(608) 838-7750; FDA (608) 838-7752