Laserfiche WebLink
D A A U AtA F AGA H <br />REVISION DESCRIPTION COUNTY APPROVAL <br />RECORD DRAWING <br />APPROVED BY DATE <br />1 l9l <br />'ihis Drawing Should Verify <br />1 A;I r 4ormatlo�l Sy inspecting The Site Of Work <br />I <br />I <br />PROTECTION ON DRAIN <br />1 INLET *250'. SEE <br />RECORD DRAWING <br />These record drawings have been prepared <br />based on information provided by others. <br />The Engineer has not verified the accuracy <br />of such information and shall not be resp— <br />onsible for any errors or omissions which <br />may be incorporated herein as a result. <br />EROSION CONTROL NOTES: <br />1. THE SITE SHALL BE WINTERIZED IN ACCORDANCE WITH THESE NOTES AND STANDARD COUNTY REQUIREMENTS FROM OCTOBER 15TH TO MAY 1ST. <br />2. REMOVAL OF NATIVE VEGETATION SHALL BE MINIMIZED, ALL DISTURBED AREAS SHALL BE STABILIZED WITH A 3—INCH LAYER OF MULCH OR COVERED WITH AN EROSION CONTROL BLANKET. <br />3. TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS PLAN ARE SUGGESTED MINIMUM METHODS OF CONTROLLING EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL <br />IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY FIELD CONDITIONS TO CONTROL EROSION AND SEDIMENTATION. <br />4. IF INCLEMENT WEATHER IS FORECAST, CONTRACTOR SHALL TAKE NECESSARY STEPS TO PROTECT AREAS DISTURBED BY CONSTRUCTION FROM EROSION AND/OR SUBSEQUENT DISCHARGE OF <br />EARTHEN MATERIALS FROM THE SITE. <br />5. STOCKPILES SHALL BE PROTECTED FROM EROSION. THIS MAY CONSIST OF PLACING FILTER FABRIC DIKES AROUND STOCKPILES AND/OR COVERING WITH PLASTIC SHEETING <br />6. ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED WEEKLY AND PRIOR TO INCLEMENT WEATHER AND CORRECTIVE ACTION TAKEN AS NECESSARY TO INSURE PROPER FUNCTION. <br />7. ALL DISTURBED AREAS SHALL BE REVEGETATED OR OTHERWISE PROTECTED TO THE SATISFACTION OF THE ENGINEER. ONLY NATIVE BRUSH AND GRASS SPECIES SHALL BE USED FOR REVEGETATION. <br />REVEGETATION UNDERTAKEN FROM APRIL 1 TO OCTOBER 1 SHALL INCLUDE REGULAR WATERING TO ENSURE ADEQUATE GROWTH. <br />8. THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT REQUIRED FOR CONSTRUCTION PURPOSES EXCEPT WHERE REQUIRED FOR ACCESS. THERE SHALL BE NO <br />DISTURBANCE IN AREAS TO BE LEFT IN A NATURAL STATE. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO AREAS TO BECOME PERMANENT CIRCULATION (E.G., ROADWAYS AND PARKING AREAS, <br />ETC.). <br />9. IN CONSTRUCTION AREAS TO BE REVEGETATED WHERE THE SUBSOIL LAYER HAS BEEN COMPACTED. RIPPING SHALL BE CONDUCTED DURING THE FINAL STAGES TO LOOSEN SOIL, ALLOWING FOR <br />BETTER SUBSURFACE DRAINAGE AND ROOT PENETRATION APPROPRIATE REVEGETATION PRACTICES SHALL BE EMPLOYED TO STABILIZE THESE AREAS IMMEDIATELY FOLLOWING CESSATION OF TRAVEL <br />INTO THESE AREAS. TOPSOIL AND OTHER FILL MATERIAL TEMPORARILY STORED SHALL BE PROTECTED FROM EROSION BY COVERING WITH MULCH OR A COVER CROP, OR BY USE OF SILTATION <br />BERMS. <br />10.DISTURBANCE CREATED BY CONSTRUCTION SHALL BE STABILIZED WITHIN 24 HOURS OF CESSATION OF TRAVEL INTO SUCH AREAS. IF WORK HAS CEASED IN AN AREA THAT IS FOUND TO BE <br />SUBJECT TO POTENTIAL EROSION PROBLEMS ASSOCIATED WITH VEGETATION LOSS AND SOIL COMPACTION, EFFORTS TO STABILIZE SUCH AREAS SHALL BE INITIATED THE NEXT WORK DAY FOLLOWING <br />THE INSPECTION. STABILIZATION OF THESE AREAS SHALL BE CARRIED OUT UTILIZING BMPS. <br />1 1. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE STABILIZED WITH NEW LANDSCAPING SHALL BE SEEDED WITH AN APPROVED MIX AT 50 LBS /ACRE, FERTILIZED WITH AMMONIUM <br />SULFATE (12-20-0) AT 250 LBS. /ACRE, MULCHED WITH WOOD FIBER AT 2000 LBS. /ACRE AND STRAW WITH TACKIFIER AT 3000 LBS. /ACRE <br />12. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL PER SECTION 10 OF THE CALIFORNIA STANDARD SPECIFICATIONS. MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: <br />A.CONSTRUCT MAJOR DUST—GENERATING ACTIVITIES WHEN WIND VELOCITIES ARE LOW. <br />B.SPRINKLE WORK AREAS, CONSTRUCTION EQUIPMENT TRAVEL ROUTES TO CONTROL DUST. <br />C.PREVENT CONSTRUCTION VEHICLES FROM TRACKING AND MUD ONTO NEIGHBORING ROADS AND HIGHWAYS. <br />D.RESTRICT ALL TRUCKS AND VEHICLES WITHIN THE CONSTRUCTION SITE TO A MAX. SPEED OF 15 MPH. <br />13.NOT ALL EXISTING UTILITIES SHOWN FOR CLARITY. <br />NOTE: <br />INSTALL FIBER ROLL <br />ALONG A LEVEL CONTOUR. <br />y iii y FIBER ROLLS <br />7 <br />440 C44 <br />N S <br />S<O F Th'F4C�N <br />9 FT44R7FSCF A't4S <br />Np ?peFOP, lyRFO <br />•.�;.�..' iii y W 'y <br />y <br />�iY y y <br />I l�J y <br />1 y <br />I y <br />I', y <br />y y INSTALL A FIBER <br />ROLL NEAR SLOPE <br />y WHERE IT <br />TRANSITIONS INTO A <br />STEEPER SLOPE. <br />TYPICAL FIBER ROLL INSTALLATION <br />x FIBER ROLL 8" <br />MIN. <br />••DSTAKES <br />MAX. 4 FT <br />SPACING <br />ENTRENCHMENT DETAI <br />FIBER <br />•• ROLL DETAIL <br />SCALE: NONE <br />TIGHTLY ABUT <br />ALL BERMS <br />FILTER BURMS <br />FLOW <br />TIE FILTER BERM ENDS <br />TOGETHER (TYP)� DRAIN INLET <br />------------- <br />O <br />Z <br />FILTER BURMS <br />SHEET FLOW FILTERED <br />_ NOFF <br />DRAINAGE <br />PAVED AREAS WASHED GRAVEL11 <br />INLET <br />Z FILTER BURMS <br />FILTERED <br />'o RUNOFF <br />SHEET FLOW <br />1 DRAINAGE < <br />INLET <br />1 [KIMAXirn AnrACI \— WASHED GRAVEL <br />DRAIN INLET PROTECTION <br />SCALE: NONE <br />741 <br />Ezp.12-31-07 <br />No. C 59437 <br />FLOW <br />SCALE BAR <br />ONE INCH <br />DATE DESIGNED NTC <br />JULY 2007 ECO• LOGIC FLYING J INC. FLYING J-LODI DRAWING NUMBER SHEET NUMBER <br />AS NOTED O IF m 1 1" DRAWN BD 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE EROSION CONTROL PLAN <br />SCA E ACCORDINGLY THIS SHEET FILE CHECKED MAG Engineering NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS C4 7 of 22 <br />FLYJ07-007 Rocklin, California <br />IE <br />•c <br />1� <br />Ic <br />I <br />m <br />a <br />0 <br />U <br />0 <br />0 <br />0 <br />00 <br />N <br />Q <br />N <br />m <br />NT <br />c <br />L� <br />A <br />cc <br />In n <br />U <br />W � <br />�c <br />0 <br />S <br />�i <br />a � <br />N <br />U <br />W <br />_ I <br />If c <br />N <br />t <br />0 <br />1- 0 <br />D A A U AtA F AGA H <br />REVISION DESCRIPTION COUNTY APPROVAL <br />RECORD DRAWING <br />APPROVED BY DATE <br />1 l9l <br />'ihis Drawing Should Verify <br />1 A;I r 4ormatlo�l Sy inspecting The Site Of Work <br />I <br />I <br />PROTECTION ON DRAIN <br />1 INLET *250'. SEE <br />RECORD DRAWING <br />These record drawings have been prepared <br />based on information provided by others. <br />The Engineer has not verified the accuracy <br />of such information and shall not be resp— <br />onsible for any errors or omissions which <br />may be incorporated herein as a result. <br />EROSION CONTROL NOTES: <br />1. THE SITE SHALL BE WINTERIZED IN ACCORDANCE WITH THESE NOTES AND STANDARD COUNTY REQUIREMENTS FROM OCTOBER 15TH TO MAY 1ST. <br />2. REMOVAL OF NATIVE VEGETATION SHALL BE MINIMIZED, ALL DISTURBED AREAS SHALL BE STABILIZED WITH A 3—INCH LAYER OF MULCH OR COVERED WITH AN EROSION CONTROL BLANKET. <br />3. TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS PLAN ARE SUGGESTED MINIMUM METHODS OF CONTROLLING EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL <br />IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY FIELD CONDITIONS TO CONTROL EROSION AND SEDIMENTATION. <br />4. IF INCLEMENT WEATHER IS FORECAST, CONTRACTOR SHALL TAKE NECESSARY STEPS TO PROTECT AREAS DISTURBED BY CONSTRUCTION FROM EROSION AND/OR SUBSEQUENT DISCHARGE OF <br />EARTHEN MATERIALS FROM THE SITE. <br />5. STOCKPILES SHALL BE PROTECTED FROM EROSION. THIS MAY CONSIST OF PLACING FILTER FABRIC DIKES AROUND STOCKPILES AND/OR COVERING WITH PLASTIC SHEETING <br />6. ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED WEEKLY AND PRIOR TO INCLEMENT WEATHER AND CORRECTIVE ACTION TAKEN AS NECESSARY TO INSURE PROPER FUNCTION. <br />7. ALL DISTURBED AREAS SHALL BE REVEGETATED OR OTHERWISE PROTECTED TO THE SATISFACTION OF THE ENGINEER. ONLY NATIVE BRUSH AND GRASS SPECIES SHALL BE USED FOR REVEGETATION. <br />REVEGETATION UNDERTAKEN FROM APRIL 1 TO OCTOBER 1 SHALL INCLUDE REGULAR WATERING TO ENSURE ADEQUATE GROWTH. <br />8. THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT REQUIRED FOR CONSTRUCTION PURPOSES EXCEPT WHERE REQUIRED FOR ACCESS. THERE SHALL BE NO <br />DISTURBANCE IN AREAS TO BE LEFT IN A NATURAL STATE. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO AREAS TO BECOME PERMANENT CIRCULATION (E.G., ROADWAYS AND PARKING AREAS, <br />ETC.). <br />9. IN CONSTRUCTION AREAS TO BE REVEGETATED WHERE THE SUBSOIL LAYER HAS BEEN COMPACTED. RIPPING SHALL BE CONDUCTED DURING THE FINAL STAGES TO LOOSEN SOIL, ALLOWING FOR <br />BETTER SUBSURFACE DRAINAGE AND ROOT PENETRATION APPROPRIATE REVEGETATION PRACTICES SHALL BE EMPLOYED TO STABILIZE THESE AREAS IMMEDIATELY FOLLOWING CESSATION OF TRAVEL <br />INTO THESE AREAS. TOPSOIL AND OTHER FILL MATERIAL TEMPORARILY STORED SHALL BE PROTECTED FROM EROSION BY COVERING WITH MULCH OR A COVER CROP, OR BY USE OF SILTATION <br />BERMS. <br />10.DISTURBANCE CREATED BY CONSTRUCTION SHALL BE STABILIZED WITHIN 24 HOURS OF CESSATION OF TRAVEL INTO SUCH AREAS. IF WORK HAS CEASED IN AN AREA THAT IS FOUND TO BE <br />SUBJECT TO POTENTIAL EROSION PROBLEMS ASSOCIATED WITH VEGETATION LOSS AND SOIL COMPACTION, EFFORTS TO STABILIZE SUCH AREAS SHALL BE INITIATED THE NEXT WORK DAY FOLLOWING <br />THE INSPECTION. STABILIZATION OF THESE AREAS SHALL BE CARRIED OUT UTILIZING BMPS. <br />1 1. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT OTHERWISE STABILIZED WITH NEW LANDSCAPING SHALL BE SEEDED WITH AN APPROVED MIX AT 50 LBS /ACRE, FERTILIZED WITH AMMONIUM <br />SULFATE (12-20-0) AT 250 LBS. /ACRE, MULCHED WITH WOOD FIBER AT 2000 LBS. /ACRE AND STRAW WITH TACKIFIER AT 3000 LBS. /ACRE <br />12. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL PER SECTION 10 OF THE CALIFORNIA STANDARD SPECIFICATIONS. MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: <br />A.CONSTRUCT MAJOR DUST—GENERATING ACTIVITIES WHEN WIND VELOCITIES ARE LOW. <br />B.SPRINKLE WORK AREAS, CONSTRUCTION EQUIPMENT TRAVEL ROUTES TO CONTROL DUST. <br />C.PREVENT CONSTRUCTION VEHICLES FROM TRACKING AND MUD ONTO NEIGHBORING ROADS AND HIGHWAYS. <br />D.RESTRICT ALL TRUCKS AND VEHICLES WITHIN THE CONSTRUCTION SITE TO A MAX. SPEED OF 15 MPH. <br />13.NOT ALL EXISTING UTILITIES SHOWN FOR CLARITY. <br />NOTE: <br />INSTALL FIBER ROLL <br />ALONG A LEVEL CONTOUR. <br />y iii y FIBER ROLLS <br />7 <br />440 C44 <br />N S <br />S<O F Th'F4C�N <br />9 FT44R7FSCF A't4S <br />Np ?peFOP, lyRFO <br />•.�;.�..' iii y W 'y <br />y <br />�iY y y <br />I l�J y <br />1 y <br />I y <br />I', y <br />y y INSTALL A FIBER <br />ROLL NEAR SLOPE <br />y WHERE IT <br />TRANSITIONS INTO A <br />STEEPER SLOPE. <br />TYPICAL FIBER ROLL INSTALLATION <br />x FIBER ROLL 8" <br />MIN. <br />••DSTAKES <br />MAX. 4 FT <br />SPACING <br />ENTRENCHMENT DETAI <br />FIBER <br />•• ROLL DETAIL <br />SCALE: NONE <br />TIGHTLY ABUT <br />ALL BERMS <br />FILTER BURMS <br />FLOW <br />TIE FILTER BERM ENDS <br />TOGETHER (TYP)� DRAIN INLET <br />------------- <br />O <br />Z <br />FILTER BURMS <br />SHEET FLOW FILTERED <br />_ NOFF <br />DRAINAGE <br />PAVED AREAS WASHED GRAVEL11 <br />INLET <br />Z FILTER BURMS <br />FILTERED <br />'o RUNOFF <br />SHEET FLOW <br />1 DRAINAGE < <br />INLET <br />1 [KIMAXirn AnrACI \— WASHED GRAVEL <br />DRAIN INLET PROTECTION <br />SCALE: NONE <br />741 <br />Ezp.12-31-07 <br />No. C 59437 <br />FLOW <br />SCALE BAR <br />ONE INCH <br />DATE DESIGNED NTC <br />JULY 2007 ECO• LOGIC FLYING J INC. FLYING J-LODI DRAWING NUMBER SHEET NUMBER <br />AS NOTED O IF m 1 1" DRAWN BD 333 WEST CENTER STREET CSA 31 WELL NUMBER 3 NITRATE EROSION CONTROL PLAN <br />SCA E ACCORDINGLY THIS SHEET FILE CHECKED MAG Engineering NORTH SALT LAKE, UT 84054 TREATMENT SYSTEM SITE IMPROVEMENTS C4 7 of 22 <br />FLYJ07-007 Rocklin, California <br />IE <br />•c <br />1� <br />Ic <br />I <br />