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c. 41111111 LAKE WAUBESA '
<br /> ` OHWM=845.5 THE EXISTING DRIVE WALL SERVE AS THE CONSTRUCTION ENTRANCE. THE DRIVE
<br /> 0 p BASE FLOOD EL•846.97 (NAVD88 (2012)) EX. CMP IS TO BE MAINTAINED BY THE CONTRACTOR IN A CONDITION, WHICH WILL
<br /> �. PREVENT THE TRACKING OF MUD CR DRY SEDIMENT ONTO THE ADJACENT
<br /> EX. DOCK - N ,+7-E `_41 _ �`�+��, . PUBLIC STREETS. SEDIMENT REACHING THE PUBLIC ROAD SHALL BE REMOVED
<br /> cn '� it r'� \__BY STREET CLEANING (NOT HYDRAULIC FLUSHING) BEFORE THE END OF EACH
<br /> EX. GRAVEL 1�-..l� �'�� 848 �I*�Aa WORKDAY.
<br /> ~� •_ `4 8' OUTLET
<br /> i:it %: �,q INV=845.58- EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO GRADING
<br /> N 1 �. 41 � v OPERATIONS AND SHALL BE PROPERLY MAINTAINED FOR MAXIMUM
<br /> _c `®4� ! EFFECTIVENESS UNTIL VEGETATION IS ESTABLISHED. ALL EROSION CONTROL
<br /> + �, EX. RIPRAP a S �'"MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED AT
<br /> (n - _ - Ff-` . / LEAST WEEKLY OR WITHIN 24 HOURS OF A 0.5 INCH RAIN EVENT. ALL
<br /> / I /
<br /> �� _�' 1 er -\. MAINTENANCE WILL FOLLOW AN INSPECTION WITHIN 24 HOURS.
<br /> EX. F+ �f j�s
<br /> �� I li•ATHOUSE 1 N :,:'32'21' E 56.90' . °e IN ` �/ /CUT AND FILL SLOPES SHALL BE NO GREATER THAN 3:1. 3:1 SLOPES SHALL
<br /> Y , i BE RESTORED WITHIN 23 DAYS OF DISTURBANCE.
<br /> N
<br /> //Mill - �js�'� / EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL lull, ' 111 ACCEPTANCE OF THIS PROJECT. EROSION CONTROL MEASURES AS SHOWN
<br /> =I 64a / `/� SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE
<br /> l� "'�) CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECTING ALL
<br /> (n �' .O W �� , EROSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION
<br /> / /� �'\ EX. DECIDUOUS / ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN
<br /> 1l WRITING BY THE STATE OR LOCAL INSPECTORS, OR THE DEVELOPER'S
<br /> e K.,-TREE (TYP.) F ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS.
<br /> 7.2' °er °er, ss(l TIME SCHEDULE:
<br /> O
<br /> s '`Tx NOVEMBER 16, 2015 INSTALL INITIAL EROSION CONTROL DEVICES.
<br /> In I x -•�NOVEMBER 16, 2015 TO DEMOLISH EXISTING HOUSE AND CONSTRUCT
<br /> I.,. APRIL 24, 2016 HOUSE/GARAGE AND RESTORE 3:1 SLOPES.
<br /> N /
<br /> iv NOVEMBER 16, 2015 TO REMOVE EXISTING DRIVE AND CONSTRUCT
<br /> m� ��!��JUNE 15, 2016 CONCRETE DRIVE.
<br /> <,.+.. w 1 NOVEMBER 16, 2015 TO INSTALL STORM SEWER AND RESTORE
<br /> I erg 3 JULY 1, 2016 PERVIOUS DISTURBED AREAS.
<br /> 'J RESTORATION NOTES:
<br /> i"e I x I ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR (4)
<br /> o Y,r I 848 N is INCHES OF TOPSOIL SEED AND MULCH. ALL PERVIOUS DISTURBED AREAS
<br /> v - \ o I SHALL RECEIVE FERTILIZER. RESTORATION WILL OCCUR AS SOON AFTER THE
<br /> I I 0 in DISTURBANCE AS PRACTICAL SEED MIXTURE 40 SHALL BE USED ON ALL
<br /> m 4' DISTURBED AREAS. MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 630
<br /> ° OF D.O.T. SPECIFICATIONS. AN EQUAL AMOUNT OF ANNUAL RYEGRASS SHALL
<br /> OLI �"�I I �''s) BE ADDED TO THE MIX.
<br /> o 13 x
<br /> in Z SEED MIXTURES SHALL BE APPLIED AT THE RATE OF FOUR (4) POUNDS PER
<br /> 1,000 SQUARE FEET.
<br /> • EX. HOUSE 9.2+,►.� 9.7._ EX. WELL FERTILIZER SHALL BE APPLIED AT THE RATE OF FOUR (4) POUNDS PER 1,000 CP_ 1 �hoI VAULT SQUARE FEET. MULCH SHALL CONSIST OF HAY OR STRAW APPUED AT THE
<br /> 3 +a = + SCREEN PORCH 01P t� RATE OF 2 TONS PER ACRE.
<br /> STAIRS
<br /> erg � •ep FERTILIZER SHALL MEET THE MINIMUM REQUIREMENTS THAT FOLLOW:
<br /> 'O �9s -1 NITROGEN, NOT LESS THAN 16%; PHOSPHORIC ACID, NOT LESS THAN B%
<br /> C x I 0.. POTASH, NOT LESS THAN 87C
<br /> _ EX. WELL I -P I 1 OWI TER: E R:.
<br /> O 00 j <1 ( WIWAM GLENN QUAM ENGINEERING, LLC
<br /> W Z 1 °e F-\ 517 N. EVERITT ATM: RYAN QUAM
<br /> 0 e PALATINE, IL 60074 4604 SIGGELKOW ROAD, SUITE A
<br /> '2x rsa, MCFARLAND, WI 53558
<br /> 'i I °x LOT AREAS
<br /> Q -il �I 'I HOUSE AND GARAGE TOTAL 10T■9,582 SQ.FT
<br /> N o, , I 2799A WILLOW COURT I • PRO. HOUSE-2,521 SQ.FT.
<br /> y..■ CRAWL SPACE-847.00 G
<br /> lm I I EX. BOATHOUSE-213 SQ.FT.
<br /> I FIRST FLOOR-851.60 I • PRO. DRIVEWAY& SIDEWALK-640 SQ.FT.
<br /> (n ) j 1► yG\ EX. RIPRAP/GRAVEL=423 SQ.FT.
<br /> ,l-' I� I EX. WELL VAULT=20 SQ.FT.
<br /> I EX. OVERHEAD ELECTRIC I� p EX. DOCK■29 SQ.FT.
<br /> O t yG TOTAL IMPERVIOUS=3,846 SQ.FT. 0 10 20
<br /> ° • • • • •
<br /> I erb` 0 IMPERVIOUS RA1IO=40.2% • • • • e
<br /> I I I WQ I I `pr, sex yG� MAINTAIN SILT SOCKS j ROD STAKES(10'SPACING)
<br /> ,2 0, UNTIL VEGETATION IS N011INAL 2'x 2 x30'WIN
<br /> O 1 _ 15;s I I ex ESTABLISHED. 3' MIN n I TEpRAEXX SILTSOXX (OR EQUAL)
<br /> <R O )
<br /> 01 7.6' L_�_J ��� F+, / 1 FLOW
<br /> er = 1=11= =11=11=11-
<br /> (n b I es s's ra :11#11 1=11=1•I1
<br /> FACIUTES BEFORE YOU
<br /> —•� 12' YARD DRAIN l Z5 'S x II 11 II .11=11
<br /> p e
<br /> -11=11=11=11=1.
<br /> TC-847.45 , 1 _1=11=11=
<br /> (0 8' INV-84600 'r
<br /> s T>lOCK
<br /> \ e I si DIG IN WSCCNSIN
<br /> ry
<br /> TO OBTAIN LOCATION OF
<br /> PARTICIPANTS'UNDERGROUND.1/ ,,,,
<br /> J0 I r,r x ?� �� CAL p �pTL E, I 1-80T042 85YI/ ' TDD(FOR THE HEARING IPAIREDXe00)542-2289
<br /> V CONCRETE DRIVE I ITS.STATUTE 182.0175(1974)
<br /> Z I 28.2' REQUIRES MIN.OF 3 WORK K DAYS
<br /> NOTICE BEFORE YOU EKCAVAIE J
<br /> F+ 848 '� +° I
<br /> LL I s500. 2799A WILLOW COURT — TOWN OF DUNN
<br /> e 1 sY,
<br /> LU 649 �sx
<br /> o
<br /> z GRADING AND EROSION CONTROL PLAN
<br /> EXHIBIT #3
<br /> l
<br /> Z 10 � •��1� DATED: OCTOBER 27, 2015
<br /> ill oo 4 QUAM ENGINEERING, LLC
<br /> ......%
<br /> ON,,-,r- oy Residential and Commercial Site Design Consultants
<br /> 0. 14 (Dalin
<br /> • • <4+ �1�' www.quamengineering.com
<br /> D iONU� ' ae0 NOTE: ELEVATIONS REFERENCED TO ABEX SURVEY 4604 Siggelkow Road, Suite A - McFarland, Wisconsin 53558
<br /> -.OH 1•�, N, COMPANY SURVEY DATED 9-24-2015. _.-• Phone (608) 838-7750: Fax (608) 838-7752
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