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<br />COPLIN !
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<br />5.025 ACRES!
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<br />TOTAL PROJECT PROPOSED IMPERVIOUS AREA = 14,500 SQFT
<br />TOTAL PROJECT PROPOSED DISTURBED AREA = 90,500 SQFT
<br />ADDITIONAL FUTURE IMPERVIOUS AREA
<br />LOT 1, CSM 12620 = 4,000 SOFT
<br />LOT 1, CSM 11652 = 4,000 SOFT
<br />
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<br />14'
<br />12'
<br />
<br />2%
<br />
<br />
<br />-
<br />
<br />1.0'
<br />
<br />PROPOSED GRA VEL DR/VEWA Y SURFACE
<br />
<br />~1'-1
<br />
<br />PROPOSED BASECOURSE
<br />
<br />TYPICAL DRIVEWAY CROSS SECT/ON
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<br />! LOT 2
<br />I --------
<br />! CSM 12620
<br />1---------------
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<br />40
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<br />80
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<br />SCALE IN FEET
<br />
<br />LANDS
<br />--------
<br />JUDD
<br />APPROXMIMATL Y 139.2 ACRES
<br />
<br />SEDIMENT BASIN
<br />MINIMUM BASIN AREA = 450
<br />SFT. PROVlOE A MINIMUM OF
<br />THREE FEET BELOW OUTLET
<br />FOR STORAGE:.
<br />
<br />50 LF OF 12" CMP @ 6.0%
<br />UPSTEAM I.E. = 42.8
<br />DOWNSTREAM I.E. *" 39.8
<br />PROVIDE OUTFALL PROTECTION
<br />PER DETAIL 3/CJ.0.
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<br />MATCH INTO EXISTING GRAVEL
<br />ROADWAY. FINAL LOCATION
<br />TO BE FIELD VERIFIED.
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<br />LEGEND (PROPOS/tD)
<br />\
<br />-------!PROPER1
<br />. .
<br />-.-.-----IEASMm1
<br />-.-.-.-.-.-.-1 LIMITS 0
<br />I
<br />99 I PROPOS!
<br />j
<br />100 I PROPOSl
<br />Sbn , I STORM >
<br />o ISILT FEll
<br />,
<br />~~ lEDGE Of
<br />
<br />T2J 1 ~ - V' ~ 1M""
<br />
<br />
<br />
<br />/ J GENERAL NOTES I
<br />
<br />i 7 'ZeJ) D 1. NO SITE GRADING OUTJ,IDE OF
<br />DOWNSTREAM OF SILT fNCE.
<br />
<br />2. JSD SHALL BE HELD H~RMLESS
<br />BY THE OWNER/CONTRACTOR Ff
<br />THAT MAY RESULT IN DIsCIPLlN}
<br />AGENCIES. I
<br />
<br />3. DRAWING FOR REVIEW -! NOT F
<br />NOTtD IN THE mu: 8L~CK.
<br />
<br />4. EXISTING GRADE ELEVAAoNS Sh
<br />THE CONTOURS SHOWN IWERE D
<br />BY JSD PROFESSIONAL $ERVICE:
<br />DURING CONSTRUCTION f,ELD VI
<br />ANY DISCREPANCIES TO ,THE Ell
<br />
<br />5. PROPOSED ELEVATIONS ~.! NO SLI
<br />FOR EROSION CONTROL fESIGN
<br />
<br />6. ALL WORK IN THE ROW lAND pt
<br />ACCORDANCE. WITH THE rOWN ~
<br />I
<br />CONSTRUCTION SIT/t ERe
<br />
<br />GRADING AND ~ ING N.
<br />1. CONTRAJ;TeRSHALL WATER ALL
<br />SUMMER MONTHS WHENEVER TH
<br />~?lGNIFICANT RAINFALL.
<br />/~
<br />..- 2. ALL DISTURBED AREAS SHALL R
<br />..... /' TOPSOIL, FERTILIZER, SEED, AND
<br />/' #20 MIX OR EQUIVALENT AND A
<br />EXCESS ~ FILL SOFT ON ALL DISTURBED AREAS
<br />AREA.f<PI"ROXIMATLY POUNDS PER 1000 SOFT SHALL
<br />,..p:!fOO SF, 3' DEEP. SHALL BE PLACED PER A SOIL
<br />.....
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<br />HOMESTE'AD AND
<br />ASSOCIATED DRIVEWAYS TO
<br />BE BUILT IN THE FUTURE.
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<br />DRIVEWAY TO BE GRADED WITH A
<br />TWO PERCENT CROSS SLOPE TO
<br />THE WEST
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<br />
<br />LOT 1
<br />--------
<br />CSM 12620
<br />---------------
<br />JUDD
<br />3. 103 ACRES
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<br />SEDIMENT TRAP PER WDNR TECHNICAL STANDARO
<br />1063. MINIMUM BASIN SURFACE AREA AREA:
<br />BASIN = 1,250 SF
<br />PROVIDE A MINIMUM OF THREE FEET OF STORAGE
<br />AREA BELOW OUTLET FOR SEDIMENT ACCUMULATION.
<br />
<br />12" CMP @ 2.0%
<br />IE = 98.0
<br />
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<br />( CSA/r~-;f~ 2 \}
<br />! -~~SY--- J"
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<br />PROTEY/J EXISTING TREES AS
<br />'ABLE DURING CONSTRUCTION.
<br />
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<br />....
<br />....
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<br />
<br />SEDIMENT TRAP PER WDNR TECHNICAL STANDARD
<br />1063. MINIMUM BASIN SURFACE AREA AREA:
<br />NORTH BASIN = 1,600 SF
<br />SOUTH BASIN = 350. s;:. ...-
<br />PROVIDE A MINIMUf,fAiF"THREE FEET OF STORAGE:
<br />AREA BELO~ 00TfE:T FOR SEDIMENT ACCUMULATION.
<br />-
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<br />-
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<br />---
<br />-
<br />--
<br />
<br />JUNE 21, 2010
<br />
<br />ANTICIPATED CONSTRUCTION SCHEDULE
<br />
<br />-iJ
<br />
<br />1. ALL EROSION CONTROL
<br />MAINTAINED BY THE CO
<br />OBTAIN A COPY OF THE
<br />
<br />FASUR
<br />RAcm
<br />S. 11
<br />STA^
<br />
<br />2. INSTALL EROSION CONTi]' L MEA
<br />INCLUDING GRADING OR ISTURI
<br />SHOWN ON PLAN. MODI ICATIOI
<br />CONDUCTED TO MEET UNtORES!
<br />CONFORM TO WDNR TECf/lNICAL
<br />ill
<br />3. EROSION CONTROL MEAS~RES Ii
<br />CONSIDERED MINIMUMS. .:t..,. Dill
<br />THE COUNTY OR TOWN WiLL RE
<br />INSTALLED TO PREVENT !/fDIMEr
<br />?t
<br />3. INSPECTIONS AND MAlNTdiANCE
<br />SHALL BE ROUTINE (ONC!.. PER
<br />;~ FUNCTION OF EROSION C~NTRU
<br />"MEASURES ARE TO BE IN~ WOR,
<br />DAY. ;,
<br />'\
<br />
<br />4. INSPECT EROSION CONTRiAL M&
<br />/ GREATER RAINFALL REPAI!I ANY
<br />INSPECTION. RECORDS OFalNSPE
<br />ON"-SrrE AND BE AVAlLAB" UP<
<br />\ to
<br />5. EROSION tONTRoL MEASUktS ~
<br />CONSTRUCTION IS COMPLBfE WI
<br />ESTABLISHED VEGETATIVE ~VER
<br />
<br />H
<br />6. STONE CONSTRUCTION ENTf?ANC
<br />SURFACE WHICH SHALL ACfl' AS
<br />STONE SHALL BE REPLAC' AS
<br />7. ALL INCIDENTAL MUD TRA I /NG
<br />THOROUGHFARES SHALL Bm CLE
<br />EACH WORKING DAY USINGlIPRO,
<br />H
<br />8. ANY .DISTURBED AREA THAn REM
<br />SHALL BE STABILIZED WITHl!TEMI
<br />TEMPORARY SEEDING, SOILI!TREA
<br />U
<br />9. PREVENT EXCESSIVE DUST! ROIv
<br />ACCORDANCE WITH LOCAL AND
<br />10. kECYCLE OR PROPERLY 01 POS,
<br />MATERIAL IN A TIMELY MA ER.
<br />011
<br />
<br />
<br />12. ALL PROPOSED CHANNEL
<br />TYPE B tROSION MA1TING.
<br />wrrH CLASS I, TYPE B ER
<br />
<br />3. ALL DISTURBED AREAS WILL BE
<br />PRACTICAL.
<br />
<br />INSTALL INIT,
<br />
<br />-
<br />-
<br />--
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<br />JUNE 21, 2010 - AUGUST 30, 2010
<br />
<br />SITE GRADlM
<br />
<br />AUGUST 30. 2010
<br />
<br />. -
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<br />-~--
<br />
<br />FINAL RESTG
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