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SU4214 - SU4234A
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SU4214 - SU4234A
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Last modified
1/8/2024 11:00:51 AM
Creation date
10/23/2023 10:01:31 AM
Metadata
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Subdivision - SU
Subdivision
CSA 31 Well Number 3 Nitrate Treatment System Site
Classification
Record Drawings
Supplemental fields
Agent
Flying J
Cross Ref
SU4214 - SU4234A
DocCategory
Improvement Plans
Year
7/2/2007
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m <br />/a <br />�; <br />i I <br />Q <br />CJD <br />O <br />/ O <br />(n CU <br />H <br />CJ <br />LAJ <br />� O <br />n d <br />/ -z: <br />N <br />W q <br />N C <br />J C <br />L� Q <br />Gorcactdc,ns By <br />Plnv 1 -his Drawing Should Verify <br />Alii,^,forniation By inspecting The Site Of Work <br />U <br />REVISION <br />W <br />COUNTY APPROVAL <br />APPROVED BY I DATE <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 />1 O. 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 />y - y ALONG A LEVEL CONTOUR. <br />FIBER ROLLS- <br />/Cl, <br />OLLS- y %; <br />T/ <br />q�Oq� <br />44 <br />S <br />ce 4f4, <br />\ S� F �yF,q� SNC � �\�� � I\ I I✓ y y y y <br />2p8ry <br />f?yFFO �%�� „ „� INSTALL A FIBER <br />\!tel FFV ROLL NEAR SLOPE <br />WHERE IT <br />TRANSITIONS INTO A <br />STEEPER SLOPE. <br />TYPICAL FIBER ROLL INSTALLATION <br />)LL 8" <br />Z <br />iv��%3/4" x 3/4" <br />WOOD STAKES <br />MAX. 4 FT <br />SPACING <br />ENTRENCHMENT DETAIL <br />FIBER ROLL DETAIL <br />SCALE: NONE <br />TIGHTLY ABUT <br />ALL BERMS — <br />FILTER BURMS <br />Al <br />FLOW <br />TIE FILTER BERM ENDS <br />TOGETHER (TYP)—v, <br />SHEET FLOW <br />PAVED AREAS <br />SHEET FLOW <br />Ell <br />/DRAIN INLET <br />o�J <br />z_ <br />FILTER BURMS <br />FILTERED <br />NOFF <br />UNPAVED AREAS <br />WASHED GRAVEL <br />ryI' <br />LJ <br />FESS% <br />c Z Exp.12-31-07 <br />No. C 59437 <br />s�glF C/ V <br />L DRAINAGE <br />INLET <br />- FILTER BURMS <br />FILTERED <br />RUNOFF <br />WASHED GRAVEL <br />FLOW <br />7 <br />�J4 a <br />EDRAINAGE <br />INLET <br />DRAIN INLET PROTECTION <br />SCALE: NONE <br />SCALE BR IS ONESCALEDESIGNED NTC NCH DATE DRAWING NUMBER SHEET NUMBER <br />C -^► <br />JULY 2007 ECO • LOG I C FLYING J INC. FLYING J-LODI <br />AT <br />AS NOTED 0 IF NOT ONE INCH 1 DRAWN BD 333 WEST CENTER STREET GSA 31 WELL NUMBER 3 NITRATE EROSION CONTROL PLAN <br />SCALE THIS SHEET ACCORDINGLY FILE CHECKED MAG Engineering NORTH SALT LAKE, UT 84054 C4 <br />FLYJ07-007 Rocklin, California TREATMENT SYSTEM SITE IMPROVEMENTS 7 01= 22 <br />I1 <br />is <br />IF <br />11 <br />
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