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EROSION CONTROL NOTES J
<br /> 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EROSION CONTROL `•,�,,,i I i 4,
<br /> FACILITIES AND MEASURES NECESSARY TO CONTROL EROSION AND SEDIMENTATION ```%'\SC O N /,
<br /> FOR THE PROJECT. THESE FACILITIES AND MEASURES MAY OR MAY NOT BE SHOWN `` ••��•.•
<br /> ON THE DRAWINGS AND THEIR ABSENCE ON THE DRAWINGS DOES NOT ALLEVIATE THE g E A L E . V_�.•••� •• •� /i��
<br /> CONTRACTOR FROM PROVIDING THEM. ANY MEASURES AND FACILITIES SHOWN ON THE 7.
<br /> DRAWING ARE THE MINIMUM ACTIONS REQUIRED. - - _----___-__ - ____ 1 - .�
<br /> JESSICA .
<br /> 2. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO S T R E T �: SMITH I •; M
<br /> FEDERAL. STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS �1�,1
<br /> APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED ........ _ 4 1.1.E
<br /> BY PERMITTING AGENCY OR OWNER. ' I - '3• EY i W
<br /> — i i 80`, ti Mad'►so : W E
<br /> - 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION- — — 1 1 O . ,•n i
<br /> CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION. A., nA` I. - �w i IY., I i
<br /> DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT I IW �a /`C_` 4 +•, .� !'w`
<br /> ALL TIMES DURING SITE DEVEIOPMFNT UNTIL FINAL STABILIZATION IS ACHIEVED. Igl / S'•tx•41• .••.• .• �VI
<br /> DEPENDING ON HOW THE CONTRACTOR GRADES THE SITE, IT MAY BE NECESSARY TO INS 854.. //� / �• ��
<br /> INSTALL TEMPORARY SEDIMENT TRAPS IN VARIOUS LOCATIONS THROUGHOUT THE / � nQ U A '�`\/ 1-
<br /> PROJECT. li
<br /> 4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO BE IN •$
<br /> CONFORMANCE WITH THE COUNTY EROSION CONTROL AND STORMWATER ORDINANCE, 41y --854-! /13.6' I
<br /> AND DNR ADMINISTRATIVE RULE NR216 AT ALL TIMES. % /32 0' /N / I I I I �jq�� 111
<br /> 5. THE CONTRACTOR SHALL INSPECT AND REPAIR SILT FENCING AND ALL SEDIMENT 1(.1..(..� 3 f
<br /> CONTROL STRUCTURES AT LEAST EVERY 7 DAYS AND WITHIN 24 HRS AFTER EVERY /we ,r / EXISTING M •
<br /> • I I n
<br /> HOUSE
<br /> RAINFALL GREATER THAN ONE HALF INCH. $ , �; rn / H •
<br /> 6. ALL MATERIALS SPILLED, DROPPED WASHED, OR TRACKED FROM VEHICLES ONTO
<br /> "T %// 25.0'% !- i �' `i I
<br /> ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AT THE END OF EACH -0.33" \` 1 '- _{- ' I I' P 13
<br /> WORKING DAY. ;'Y 14. -._t_,:---_-_:.-_-- i ,.
<br /> R5 20.3''% a I - - .� 7
<br /> 7. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS -s 2yG' w ;1,,,,...7.',,,,,L,..-, I l
<br /> PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE UPPE'. I _ :,, 1 I �'
<br /> SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY � ,--`T__ �I "����� `���- "I�. I z111-1
<br /> OCCURRING IN THESE AREAS.
<br /> 1,-.:,_,__ _\
<br /> •8ms- es•., ii�1��
<br /> 8. ALL AREAS WHICH ARE NOT PAVED SHALL RECEIVE A MINIMUM OF 4" TOPSOIL / 049 -COWER \,\ s\ I'. \, QI WI -e"1,*,afd
<br /> PRIOR TO SEEDING. DECK I 849 \\ ,I, I I- 1 T Lry C"-
<br /> -}J-_ -_- :. , YI 1 wI 1
<br /> 9. GRASS AREAS SHALL RECEIVE FERTILIZER. SEED, AND MULCH. SEED SHALL BE _ / I I
<br /> MIXTURE 40 IN ACCORDANCE WITH SECTION 630 OF D.O.T. SPECIFICATIONS AND SHALL __BE APPLIED AT A RATE OF FOUR POUNDS PER 1,000 SQUARE FEET. FERTILIZER id CONCRETE !�I CI
<br /> SHALL MEET THE REQUIREMENTS THAT FOLLOW: NITROGEN, NOT LESS THAN 16%; I /V�� DRIVEWAY. I i
<br /> PHOSPHORIC ACID NOT LESS THAN 8T POTASH, NOT LESS THAN 8� FERTILIZER .IWI I 1 -I
<br /> SHALL BE APPLIED AT THE RATE OF SEVEN POUNDS PER 1,000 SQUARE FEET. ! }I O` 1�..-��
<br /> A(/tJ
<br /> 10. MULCH SHOULD BE APPLIED SO THAT THE SOIL SURFACE IS UNIFORMLY COVERED. t { 7 p ' MI
<br /> ACTUAL APPLICATION RATES MAY VARY DEPENDING UPON THE INDIVIDUAL SITE I I o' 'I
<br /> CHARACTERISTICS AND THE TYPE OF MULCH USED. MULCHING APPLICATION SHALL I. 20.3'��
<br /> CONSIST OF STRAW AT A MIN. RATE OF 2 TONS PER ACRE. MULCH MUST BE _ ''. '2
<br /> I
<br /> CRIMPED. _ //274f2:,j rn
<br /> N_I " Ny I N
<br /> EROSION CONTROL MAINTENANCE //,20,3'/
<br /> EXISTING '- I
<br /> L ——
<br /> ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE l_ _
<br /> GARAGE `
<br /> MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A
<br /> COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.
<br /> B4� _
<br /> 1.•ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND I - _ y„_ I••,
<br /> IS MAINTAINED. BARE AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS --'
<br /> NEEDED. I 1 _ _
<br /> 2. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.
<br /> I I�TQ �
<br /> l)`'r T•
<br /> SEDIMENT SHALL BE REMO VE D FROM THE SILT FENCES WHEN IT REACHES A HEIGHT i
<br /> OF ONE-HALF FOOT. co - r 1 '/Y O
<br /> .p$
<br /> J
<br /> PROJECT SCHEDULE � I p .
<br /> f (/ar
<br /> AUGUST 29. 2008 I
<br /> COMPLETE INSTALLATION OF ALL EROSION CONTROL MEASURES I LIMITS Of _ 1 - "`,1 r,—'"-
<br /> DISTURBANCE �
<br /> 1-I
<br /> SEPTEMBER 1 - SEPTEMBER 15, 2008 I -roc��G/�S`'
<br /> EXCAVATE FOR BUILDING. FILL AND GRADE. AND RESTORE DISTURBED AREAS i
<br /> 1 IC1 I 0-0 L F
<br /> 2 (1 ) 1 c - Sl°L S1 • �t • i^ 18' I • I
<br /> TER roa
<br /> wf Decks 391 o I•
<br /> V U
<br /> 71NIIY �' Z •
<br /> -- 2 I , 1 I
<br /> FABRIC TO `s'A4��1E - y,4"'S- �/ q 4 --- I•
<br /> SILT FENCE CONSTRUCTI01 ' Ohl .i __ ELEV...1347.00 ; I
<br /> gCCr. L ;,
<br /> r MAa MA1am L RIO ( ) •�'�":=.,°" L Y - !O �.S 1 -
<br /> CALL DIGGERS HOTLMIE ( • t .'\'\
<br /> 141 0.2424011 42 "I''A r
<br /> Ii 846
<br /> •
<br /> O11oTTO SCALE
<br /> FENCE .........p MAY. A ' EDGE OF WATER - - _
<br /> BASE FLOOD ELEVATION FOR
<br /> THE PROPOSED FILLING AND GRADING MU.NOT CAUSE AN OBSTRUCTION TO THE FLOW OF FL000WAIERS LAKE WAUBESA=847.00 Q 20 ¢Q
<br /> AND MIL!NOT CAUSE MI INCREASE IN REGIONAL FOOD HEIGHT DUE TO LOST FLOODP%MN STORAGE AREA, Q.H.W.M.=64$.67
<br /> WHICH IS EQUAL TO OR EXCEEDING 0.01 FEET. THE PROPOSED FILLING AND GRADING WILL NOT EXCEED WATER ELEV.=845.25 4/18/08 .O MA
<br /> 20,000 CF,WHICH IS EQUIVALENT TO AN APPROXIMATE FL000PLAIN STORAGE VOLUME OF 0.0002 FEET. . SCALE : ONE INCH FORTY FEET
<br /> GALL RESIDENCE BOATHOUSE DATE 07_24
<br /> Calkins Engineering REVISIONS_ Cdkin.Engineering,uC
<br /> 9 9 LLc EXISTING SITE PLAN ',��,,'°_ 5010 Imo..Rood
<br /> 1 -11 Civil Engineers Sc Land Surveyors EXHIBIT 3 Madison,608 313 0447418
<br /> FN GAL01 DRAWING NAME GAL01\Tows.\GAL01-Topo.Xwg
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