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EROSION CONTROL LEGEND
<br />ATI1 SAP' '
<br />ESPC BMP LINETYPE/SYMBOL REFERENCE
<br />...................... ........................................................................... ............................ ............................................. ..........................................................................
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<br />CE CONSTRUCTION EXIT ® SHEET C06.4
<br />............................................................................................................;............................................. ........................ f
<br />SF SEDIMENT FENCE �� SHEET C06.4
<br />................................................................................................
<br />IP INLET PROTECTION SHEET C06.6SR 54
<br />............................................................................................ ................... ................................................................................................ o..vo aw.
<br />OP OUTLET PROTECTION NOT APPLICABLE
<br />..........
<br />TS TEMPORARY SEEDING TS SHEET C06.5
<br />........ ............................... * ........... ... ..
<br />mingenium
<br />.............PERMANENT SEEDING................................................................... _51IEET..C.S........... CJ' ITE
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<br />i — ,i% - " "- TEMPORARY MAT 7M NOT APPLICABLE
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<br />ESPC NOTES
<br />I. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL
<br />IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
<br />EROSION CONTROL, ADDITIONAL EROSION CONTROL MEASURES AND PRACTICES
<br />SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE AT
<br />THE EXPENSE OF THE CONTRACTOR.
<br />2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
<br />INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
<br />PRIOR TO LAND DISTURBING ACTIVITIES.
<br />3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL
<br />IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
<br />EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
<br />SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
<br />4. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS
<br />SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
<br />5. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT
<br />EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE
<br />DESIGN PROFESSIONAL.
<br />6. THE PERMITEE IS ONLY RESPONSIBLE FOR THE INSTALLATION AND
<br />MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO
<br />STABILIZATION OF THE SITE AND NOT THE OPERATION AND MAINTENANCE OF
<br />SUCH STRUCTURES AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.
<br />7. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED
<br />PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL
<br />PERMANENT GROUND COVER IS ESTABLISHED.
<br />8. SEE GRADING t DRAINAGE NOTES.
<br />5LOPE5 AND DI5TURBED AREA STABILIZATION
<br />I. CONCENTRATED FLOW AREAS AND ALL SLOPES 2H:IV OR STEEPER SHALL BE
<br />STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKET.
<br />2. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED
<br />WITHIN (7) DAYS OF THEIR CONSTRUCTION.
<br />3. ALL DISTURBED AREAS SHALL BE GRASSED AS SOON AS CONSTRUCTION
<br />PHASES PERMIT. NO EXP05ED GRADE WILL BE LEFT UNSTABLE FOR MORE
<br />THAN 7 DAYS.
<br />4. PERMANENT GRASSING AND LANDSCAPING OF DISTURBED AREAS SHALL BE
<br />COMPLETED AS QUICKLY AS POSSIBLE. TEMPORARY STABILIZATION BY
<br />MULCHING AND/OR TEMPORARY SEEDING WILL BE REQUIRED IN THE EVENT OF
<br />PROJECT DELAYS.
<br />5. WIRE MESH REINFORCED SEDIMENT BARRIERS SHALL BE PLACED AT THE TOE
<br />OF ALL FILL SLOPES.
<br />DRAINAGE
<br />I. ALL DRAINAGE STRUCTURES SHALL BE EROSION PROOFED.
<br />2. LENGTH OF RIP -RAP PADS AT PIPE OUTLETS SHALL BE A MINIMUM LENGTH OF
<br />(6) 51X TIMES THE DIAMETER OF THE PIPE IN FEET.
<br />3. A 25' UNDISTURBED VEGETATIVE STREAM BUFFER ADJACENT TO ALL RUNNING
<br />STREAMS AND CREEKS WILL BE LEFT UNDISTURBED AND MAINTAINED THROUGH
<br />ALL PHASES OF CONSTRUCTION. REFER TO PLANS FOR EXACT LOCATIONS.
<br />TREE PROTECTION
<br />I. ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH
<br />FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND
<br />DISTURBANCE.
<br />2. ALL TREE PROTECTION DEVICES SHALL BE INSTALLED PRIOR TO START OF
<br />LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED.
<br />3. NO PARKING, STORAGE, OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO
<br />OCCUR WITHIN TREE PROTECTION AREAS.
<br />MAINTENANCE AND INSPECTIONS
<br />I. SEDIMENT AND EROSION CONTROL MEASURES AND PRACTICES SHALL BE
<br />INSPECTED DAILY.
<br />2. SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN
<br />SEDIMENT STORAGE STRUCTURES, INDICATING THE 1/3 FULL VOLUME.
<br />3. SEDIMENT CONTROL DEVICES MUST BE INSPECTED DAILY AND CHECKED AFTER
<br />EACH STORM EVENT AND CLEANED OR REPLACED WHEN THEY REACH 1/3 OF
<br />DESIGN CAPACITY.
<br />4. ALL TREE PROTECTION FENCING TO BE INSPECTED DAILY AND REPLACED OR
<br />REPAIRED AS NEEDED.
<br />5. MAINTENANCE OF ALL 501L AND SEDIMENTATION CONTROL MEASURES AND
<br />PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES
<br />THE RESPONSIBILITY OF THE CONTRACTOR.
<br />CONTRACTOR SHALL PROTECT ALL ITEMS
<br />OUTSIDE LIMITS OF CONSTRUCTION UNLESS
<br />OTHERWISE NOTED IN THE CONSTRUCTION
<br />PLANS OR SPECIFICATIONS.
<br />CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
<br />UTILITIES (LOCATIONS AND ELEVATIONS) PRIOR TO
<br />STARTING CONSTRUCTION AND ALERT ENGINEER TO
<br />ANY DISCREPANCIES IMMEDIATELY.
<br />ESPC NARRATIVE
<br />1. AREA CALCULATIONS.
<br />SITE: 1,43 ACRES (62,290 5F)
<br />DISTURBED AREA: IAB ACRES
<br />2, THERE ARE NO STATE WATERS WITHIN 200' OF THE PROJECT SITE. ALL STATE
<br />WATERS WITHIN 200' OF THE 51TE HAVE BEEN DELINEATED.
<br />3, THERE ARE NO WETLANDS ONSITE. THEREFORE NONE CAN BE DELINEATED.
<br />4, THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
<br />INSTALLATION OF ERO51ON CONTROL MEASURES AND PRACTICES PRIOR TO
<br />LAND-DISTRUBING ACTIVITIES.
<br />5, EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL
<br />IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
<br />EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
<br />BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
<br />6, SEDIMENT STORAGE. EXCAVATED SEDIMENT TRAPS WILL BE UTILIZED TO MEET
<br />THE REQUIRED 67 CT/ACRE OF SEDIMENT STORAGE.
<br />7, 501L CLA551FICAT06.
<br />THE 501L SERIES FOR THE 51TE PER THE U5DA/NRC5 WEB 501L SURVEY 15:
<br />ARREDONDO FINE 5AND.
<br />8. PROJECT NARRATIVE;
<br />THE EXISTING SITE CURRENTLY CONSISTS OF PERVIOUS SURFACES AND A
<br />TEMPORAY RETENTION POND. THE PROPOSED IMPROVEMENTS WILL CON515T
<br />DEMOLITION OF M05T OF THE RETENTION POND. AN APPROXIMATELY 4,200 SF
<br />BUILDING WILL BE CONSTRUCTED AT THE NORTH AREA OF THE
<br />PARCEL. TYPE 'C' SILT FENCE WILL BE UTILIZED AS WELL AS AN INLET
<br />PROTECTION SEDIMENT TRAPS IN THE PARKING AREA. A TEMPORARY SEDIMENT
<br />BASIN WILL BE PROVIDED IN THE SITE'S WATER QUALITY POND. OUTLET
<br />PROTECTION HAS BEEN PROVIDED WHERE OUTFALL5 EXIST. THESE DEVICES
<br />COMBINED WITH DISTURBED AREA STABILIZATION WILL CONTROL THE
<br />SEDIMENTATION FROM THI5 SITE. THEREFORE, NO ADVERSE IMPACTS ARE
<br />ANTICIPATED FROM THE CONSTRUCTION OF THI5 SITE.
<br />9, PRIMARY PERMITTEE. NAME
<br />10, NON-EXEMPT NOTE,
<br />NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25-FOOT
<br />UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED
<br />VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.
<br />11, WA5TE MATERW.5 NOTE,
<br />WASTE MATERIALS SHALL NOT BE D15CHARGED TO WATERS OF THE STATE, EXCEPT
<br />AS AUTHORIZED BY A SECTION 404 PERMIT.
<br />12, SAMPLING RATIONALE.
<br />SAMPLES (NTU) SHALL BE TAKEN AT THE OUTFALL POINT OF THE DETENTION ONLY
<br />POND FOR THE 5TORMWATER RUNOFF LEAVING THE SUBJECT SITE PRIOR TO
<br />CONSTRUCTION AND PER NPDE5 SAMPLING GUIDELINES.
<br />13. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAY5
<br />SFWLL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
<br />14. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT
<br />EFFECT ON BMPs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE
<br />DESIGN PROFESSIONAL.
<br />15, THE PERMITEE IS ONLY RESPONSIBLE FOR THE INSTALLATION AND
<br />MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO STABILIZATION OF
<br />THE 51TE AND NOT THE OPERATION AND MAINTENANCE OF SUCH STRUCTURES
<br />AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.
<br />16, EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED
<br />PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND MAINTAINED UNTIL PERMANENT
<br />GROUND COVER 15 ESTABLISHED.
<br />17, FLOOD HAZARD,
<br />SEE FIRM PANEL 121002W, DATED 09/26/2014, SHEET C01.1
<br />18, THE DESIGN PROFESSIONAL WHO PREPARED THE EStPC PLAN 15 TO INSPECT
<br />THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND
<br />PERIMETER CONTROL BMPs WITHIN 7 DAYS AFTER INSTALLATION.
<br />24-HOUR CONTACT:
<br />CHRIS McGUIRE
<br />(608) q2q-7737
<br />N GRAPHIC SCALE (in Feet): I' = 20'
<br />10, 0' 20' 40,
<br />STATE OF FLORIDA
<br />AUTHORIZATION NUMBER
<br />8370
<br />PLANS PREPARED BY INGENIUM
<br />ENTERPRISES FORMERLY GRIMAIL
<br />CRAWFORD
<br />CLIENT:
<br />MCCON BUILDING CORP,
<br />1059 CIRCLE DRIVE
<br />HIGHLAND, WI 53543
<br />PHONE: 608.929.7737
<br />REVISION HISTORY
<br />THE CIVIL ENGINEER REGULARLY UPDATES
<br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A
<br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY
<br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE
<br />DOES NOT NECESSARILY REFLECT THE COMPLETE
<br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT.
<br />THE CONTENTS IN THESE FILES MAY THEREFORE BE
<br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND
<br />SUBJECT TO CHANGE. FURTHERMORE, THE
<br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE
<br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL
<br />IDEAS REPRE5ENTED HERE BY THI5 INFORMATION
<br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN
<br />ANY MANNER WITHOUT THE EXPRE55ED WRITTEN
<br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE
<br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF
<br />SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF
<br />THE CIVIL ENGINEER 15 PROHIBITED.
<br />PROJ n
<br />THE CIVIL ENGINEER REGULARLY UPDATES
<br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A
<br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY
<br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE
<br />DOES NOT NECESSARILY REFLECT THE COMPLETE
<br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT.
<br />THE CONTENTS IN THESE FILES MAY THEREFORE BE
<br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND
<br />SUBJECT TO CHANGE. FURTHERMORE, THE
<br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE
<br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL
<br />IDEAS REPRE5ENTED HERE BY THI5 INFORMATION
<br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN
<br />ANY MANNER WITHOUT THE EXPRE55ED WRITTEN
<br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE
<br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF
<br />SAME WITHOUT EXPRE55ED WRITTEN PERMISSION OF
<br />THE CIVIL ENGINEER 15 PROHIBITED.
<br />PROJ n
<br />17"
<br />DWG NAME
<br />170%1 C06.DWG
<br />155UE DATE
<br />09/07/2017
<br />PROJ MGR
<br />JP
<br />ESPC PLAN
<br />GRADING PHASE
<br />C06.2
<br />SHEET NUMBER
<br />- - —
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