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CD LAKE WAUBESA ERO QN NO
<br /> ` OHWM-845.5 THE EXISTING DRIVE MU_SERVE AS THE CONSTRUCTION ENTRANCE THE DRIVE
<br /> 0 ! BASE FLOOD EL-848.97 (NAVD88(2012)) EX. OAP IS TO BE MAINTAINED BY THE CONTRACTOR IN A CONDITION. WHICH IWLL
<br /> 6 EX DOCK 1, —� PREVENT THE TRACKING OF MUD OR DRY SEDIMENT ONTO THE ADJACENT
<br /> EX. GRAVEL `'' - 3647' E _ _ __ �� �..4.wa`- PUBUC STREETS. SEDIMENT REACHING THE PUBLIC ROAD SHALL BE REMOVED
<br /> BY 0 :.' ::: = ±�5``es et` 0811-ET -4h•`�a/ I` WORKDAY.
<br /> ET CLEANING(NOT HYDRAULIC FLUSHING) BEFORE THE END OF EACH
<br /> (p ,;;;;;:;:j:;::: �-.. INV-845.58 EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO GRADING
<br /> CV % 110‘'
<br /> ���/ OPERATIONS AND SHALL BE PROPERLY MAINTAINED FOR MAXIMUM
<br /> EFFECTIVENESS UNTIL VEGETATION IS ESTABLISHED. ALL EROSION CONTROL
<br /> 01 + $1 EX RIPRAP �� MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED AT
<br /> '1 ` m , Ft+ �i ' LEAST WEEKLY OR WITHIN 24 HOURS OF A 0.5 INCH RAIN EVENT. AU.
<br /> Ln / 0,6` MAINTENANCE WILL FOLLOW AN INSPECTION WITHIN 24 HOURS.
<br /> I liOATHOUSE II �t�r*do`}sN =:•32'21' E 58.90' + r CUT AND FILL SLOPES SHALL BE NO GREATER THAN 3:1. 3:1 SLOPES SHALL
<br /> > .,. BE RESTORED WITHIN 23 DAYS OF DISTURBANCE
<br /> cV kLW 848 �( ACCEPTANCONES AS SHWN 4s SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECTING AU.
<br /> Cn ��� /� EROSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION
<br /> dr i �/ ETC. DECIDUOUS CJCJ 4 i ACTIVITIES ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN
<br /> TREE (TIP,) ��II„� WRITING BY THE STATE OR LOCAL INSPECTORS. OR THE DEVELOPER'S
<br /> /
<br /> e4-, , `Ft+ /'ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS.
<br /> 2' / a, �> s� // TiUE SCHEDULE:
<br /> O Jy TJx NOVEMBER 16, 2015 INSTALL INITIAL EROSION CONTROL DEVICES.
<br /> LO I / x
<br /> NOVEMBER 16, 2015 TO DEMOLISH EXISTING HOUSE AND CONSTRUCT
<br /> F / APRIL 24. 2016 HOUSE/GARAGE AND RESTORE 3:1 SLOPES.
<br /> 1 ad
<br /> ix NOVEMBER 16, 2015 TO REMOVE EXISTING DRIVE AND CONSTRUCT
<br /> CO / F TUNE 15, 2016 CONCRETE DRIVE.
<br /> -f+ OVEMBER 16, 2015 TO INSTALL STORM SEWER AND RESTORE
<br /> CO I Bxj 3 LY 1, 2016 PERVIOUS DISTURBED AREAS.
<br /> •$ I ?fix I RESTORATION NOTES
<br /> o a■+ �A, I 848 I T ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR (4)
<br /> ID \ I INCHES OF TOPSOIL SEED AND MULCH. ALL PERVIOUS DISTURBED AREAS
<br /> 3 I r) \ I SHALL RECEIVE FERTIUZER. RESTORATION WILL OCCUR AS SOON AFTER THE
<br /> • rn DISTURBANCE AS PRACTICAL SEED MIXTURE 40 SHALL BE USED ON ALL
<br /> m Fi-` DISTURBED AREAS. MIXTURES SHALL BE IN ACCORDANCE NTH SECTION 630
<br /> I +e '.. OF D.O.T. SPECIFICATIONS AN EQUAL AMOUNT OF ANNUAL RYEGRASS SHALL
<br /> co LC) B g I y 's,9 BE ADDED TO THE MIX
<br /> LO rc x SEED MIXTURES SHALL BE APPUED AT THE RATE OF FOUR (4)POUNDS PER
<br /> TO EX. HOUSE g- 1,000 SQUARE FEET.
<br /> 9. 1401.-N. pL WELL FERTIUZER SHALL BE APPUED AT THE RATE OF FOUR (4) POUNDS PER 1,000
<br /> u, �'� 60 VAULT SQUARE FEET. MULCH SHALL CONSIST OF HAY OR STRAW APPUED AT THE
<br /> crf o + RATE OF 2 TONS PER ACRE+ = SCREEN PORCH B ' , ,Q# I STAIRS FERTIUZER SHALL MEET THE MINIMUM REQUIREMENTS THAT FOLLOW:
<br /> -p �sx I GT NITROGEN, NOT LESS THAN 16% PHOSPHORIC ACID. NOT LESS THAN 8fi
<br /> C DL B I I I OM1EROT LESS THAN 97L ENGINEER
<br /> I7 s 1 (,z9 7 I WILUAM GLENN GUAM ENGINEERING, LLC
<br /> U. oT 4 517 N. EVERITT ATTN: RYAN GUAM
<br /> u .. +8 PALATINE, IL 60074 4604 SIGGELKOW ROAD, SUITE A
<br /> \ /?x I s MCFAFIAND. WI 53558
<br /> i 0x /
<br /> Q r i I HOUSE AND GARAGE TOTAL LOT 9,562 SO.FT ✓
<br /> 2799A WILLO, ••. :T I PRO. HOUSE=2,521 SO.FT.
<br /> O / 847.•• G
<br /> (n ! � � 1� FIRST Floe--851.60
<br /> I EX BOATHOUSE-213 SO.FT.
<br /> PRO. DRIVEWAY SIDEWALK=640 SOFT.
<br /> eyG EX. RNEL V UUL=2..423 .FT.
<br /> LT 0 SOFT.
<br /> O I EX. OVERHEAD ELECTRIC I O EX. DOCK=29 SO.FT.
<br /> O 4 r6 TOTAL IMPERVIOUS=3,846 SO.FT. 0 10 20
<br /> O I +e' \ • • • ■ •
<br /> �' I e I d• O IMPERVIOUS RA 40.2X • ■ • • •
<br /> .mod 4'e,
<br /> 3 I 113 I 6;5 x \ MAINTAIN SILT CK ROD STAKES(10•SPACING)
<br /> O I k0' I ? O UNTIL VEGETA-II IS NOMINAL 2'■Y x 30.MIN
<br /> I * 4,, i I8X ESTABUSHED. 3' MIN
<br /> e
<br /> FlL2TEXX SIL150XX (OR EQUAL)
<br /> Q7 p )
<br /> 7.6' L—J ‹,..k., 0 SHEET FLOW
<br /> N +� e'�s, = I 11= 1=11=11=1'—
<br /> ' e 1=1 11 II II 11=I
<br /> S''7.5. x II I 11= -1 11=1
<br /> p 12' YARD DRAIN r° .1 h 11 11=11-11=1
<br /> TC-847.45 1 y II II II=11=I
<br /> cAD 8' INV-84600 I *S, 11 I1=11=
<br /> SLT •.--11: .• 1• ...23
<br /> I CD
<br /> •flrt ^
<br /> TO OBTAIN LOCATOR OF
<br /> PARK:PANTS'UNDERGROUND
<br /> FACRITES BEFORE YOU
<br /> K 4 I L - �.1 DIG IN WSOONSN
<br /> J W ox
<br /> --I R y �' o-° 2az °n
<br /> 9 TaoLL FREE
<br /> CD
<br /> — TDD(FOR THE HEARING I PAREDXe00)542-229g
<br /> Z
<br /> CONCRETE •- I MIS STATUTE 1132.0175(1974)
<br /> 28.2' \ NOTICE BEFORE YOU EXCAVATE 1
<br /> C <4- I m 848 t
<br /> W +fir( +fir
<br /> W 849 J5 2799A WILLOW COURT — TOWN OF DUNN
<br /> Z J' x. x GRADING AND EROSION CONTROL PLAN
<br /> -•y"---- EXHIBIT #3
<br /> Z \ p -,,..0,----■Tr, DATED: OCTOBER 27, 2015
<br /> 41, .I ...,•••
<br /> w \ ,3 o��'.,. QUAM ENGINEERING, LLC
<br /> __roe
<br /> \ 5 eNU. 50ph Residential and Commercial site Design Consultants 044 g°11 if if
<br /> www.quamenglneering.com
<br /> �0 • gym'
<br /> OHV pt,A �M`
<br /> NOTE: ELEVATIONS REFERENCED TO ABEX SURVEY 4604 Siggelkow Road, Suite A- McFarland, Wleconein 53558
<br /> _OH i.00 a COMPANY SURVEY DATED 9-24-2015. ,-- Phone(60EI) 838-7750; Fax(608)838-7752
<br />
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