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M- <br />I I I l <br />t I III <br />{ 0 0 <br />O <br />, <br />94 , <br />/ � I <br />, <br />--- <br />I F4 ZONE 'x/l// <br />!dd . <br />i 1f I I I F"18' S7 ORM @ 0.50% ---� - 75 LF 18 OR(7-@' 0.50X <br />1 <br />r <br />3 <br />, <br />1 <br />T <br />/�I - _ ...._ ......... ............. ..._....... ...-- <br />{ / ian <br />-89• - <br />' 11 ?• _._.- _' / r' 'i ii <br />f \ / -89- <br />-�--94 - <br />} j' \ 90- 20' BUILDING SETBACK <br />92- 15' BUFFER _ <br />93- <br />III ✓I ~96 /-� 94 <br />L.i Y� f f l <br />ti I j !- <br />.J: <br />�ll ' LP <br />{ <br />f <br />; I i <br />i ) <br />i t t <br />i ? <br />I r <br />j a! <br />i • <br />r' <br />r � <br />� <br />103 <br />/ <br />L <br />!_ 1 <br />.. "' _ <br />7 )/ <br />/ <br />- - _--- - <br />. ..... . ..... . ... . ..... <br />, LP <br />- ._......... ... -... <br />,...._... <br />EROSION CONTROL LEGEND <br />............................. ....................................................................................... _................................. .------------------------ ............ <br />ESPC BMP LINETYPE/SYMBOL <br />.......................................................................... <br />REF <br />CE CONSTRUCTION EXIT <br />................... <br />SHEET CO6A <br />....................... .......................... .. ...........-------. ----------------------........................................ <br />SF SEDIMENT FENCE �� <br />.................... ..................................................... . <br />SHEET C06.4 <br />................................................................................................................................................................................................................................................................... <br />IP INLET PROTECTION <br />SHEET C06.6 <br />................................................................................................................................................................................................. <br />OUTLET PROTECTION <br />OP mg <br />.................................................. <br />NOT APPLICABLE <br />...... ............................................ .. .........;.............. .................... .......................................................................................... <br />75 TEMPORARY SEEDING TS <br />SHEET C%.5 <br />PERMANENT SEEDING <br />SHEET C06.5 <br />TEMPORARY MAT TM <br />NOT APPLICABLE <br />........................................................................................................... ......................-------------------------------- ........................................................................ <br />TREE PROTECTION FENCE �PF <br />SHEET 1­01.1 <br />....................................................................................................... <br />LIMITS OF CONSTRUCTION L <br />SEE PLANS <br />SEE LANDSCAPE/TREE PROTECTION PLANS FOR LEGEND SPECIFIC TO THOSE SHEETS <br />ESPC NOTES <br />GENERAL <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 51TE 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 BAPS WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE <br />DE51GN PROFESSIONAL. <br />6. THE PERMITEE 15 ONLY RESPONSIBLE FOR THE INSTALLATION AND <br />MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO <br />STABILIZATION OF THE 51TE 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 15 ESTABLISHED. <br />8. SEE GRADING t DRAINAGE NOTES. <br />SLOPES AND DISTURBED 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 EXPOSED 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 />1. 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) SIX 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 70 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 15 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 I/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 SOIL 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 />I, AREA CALCULATIONS, <br />SITE: 1,43 ACRES (62,290 5F) <br />DI5TURBED AREA: 1,46 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 ON51TE. THEREFORE NONE CAN BE DELINEATED. <br />4, THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE <br />INSTALLATION OF EROSION 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 CY/ACRE OF SEDIMENT STORAGE. <br />7. SOIL CLASSIFICATIONS, <br />THE 501L SERIES FOR THE 51TE PER THE USDA/NRCS WEB SOIL SURVEY 15: <br />ARREDONDO FINE SAND, <br />B. PROJECT NARRATIVE, <br />THE EXISTING 51TE CURRENTLY CONSISTS OF PERVIOUS SURFACES AND A <br />TEMPORAY RETENTION POND. THE PROP05ED IMPROVEMENTS WILL CONSIST <br />DEMOLITION OF MOST 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 />BA51N WILL BE PROVIDED IN THE SITE'S WATER QUALITY POND. OUTLET <br />PROTECTION HAS BEEN PROVIDED WHERE OUTFALLS EXIST. THESE DEVICES <br />COMBINED WITH DISTURBED AREA STABILIZATION WILL CONTROL THE <br />SEDIMENTATION FROM TH15 SITE. THEREFORE, NO ADVERSE IMPACTS ARE <br />ANTICIPATED FROM THE CONSTRUCTION OF THIS 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 NECE55ART VARIANCES AND PERMITS, <br />II, WASTE MATERIALS NOTE, <br />WASTE MATERIALS SHALL NOT BE DISCHARGED 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 STORMWATER RUNOFF LEAVING THE SUBJECT 51TE PRIOR TO <br />CONSTRUCTION AND PER NPDES SAMPLING GUIDELINES. <br />13, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS <br />SHALL 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 15 ONLY RESPONSIBLE FOR THE INSTALLATION AND <br />MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO STABILIZATION OF <br />THE SITE 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 12101CO289F, DATED 09/26/A4, SHEET COIJ <br />18. THE DE51GN PROFESSIONAL WHO PREPARED THE EStPC PLAN IS TO INSPECT <br />THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND <br />PERIMETER CONTROL BAPS WITHIN 7 DAYS AFTER INSTALLATION. <br />24-HOUR CONTACT: <br />CHRIS McGUIRE <br />(608) q2q-7737 <br />NGRAPHIC SCALE (in Feet): I" = 20' <br />10' 0' 20' 40' <br />i f ® ingenium <br />ENTi<R.f':.. <br />PLANNING & ENGINEERING <br />144qKI N DALE MABRY HWY <br />SUITE 250 <br />TAMPA, FL 33618 <br />813.387.0064 <br />STATE OF FLORIDA <br />AUTHORIZATION NUMBER <br />8370 <br />PLANS PREPARED BY INGENIUM <br />ENTERPRISES FORMERLY GRIMAIL <br />CRAWFORD <br />0 <br />N <br />a <br />n <br />CLIENT: <br />MCCON BUILDING CORP. <br />105q CIRCLE DRIVE <br />HIGHLAND, WI 53543 <br />PHONE: 608.g2q.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 EXCLU51VE <br />PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL <br />IDEAS REPRESENTED HERE BY THIS INFORMATION <br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANY MANNER WITHOUT THE EXPRESSED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT DWE55ED WRITTEN PERMISSION OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ # <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 EXCLU51VE <br />PROPERTY OF THE CIVIL ENGINEER, THE ORIGINAL <br />IDEAS REPRESENTED HERE BY THIS INFORMATION <br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANY MANNER WITHOUT THE EXPRESSED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT DWE55ED WRITTEN PERMISSION OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ # <br />170061 <br />DWG NAME <br />170061 C06.DWG <br />ISSUE DATE <br />Oq/07/2017 <br />PROJ MGR <br />JP <br />ESPC PLAN <br />FINAL PHASE <br />C06,3 <br />SHEET NUMBER <br />