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CLIENT'S JOB NUMBER:
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04-21-13
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13-041-S1
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8113
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448.79
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8843
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450.70
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813
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439.17
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400
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439.64
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810
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447.83
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804
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450.57
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809
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459.15
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808
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487.78
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805
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471.00
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806
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466.70
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807
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483.32
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802
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489.36
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800
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496.37
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801
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481.43
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440
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1'
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10-27-05
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40
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4879 VIEWRIDGE AVE., SAN DIEGO, CA. 92123-1667 (858) 565-1024
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SAN-LO AERIAL SURVEYS
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JN: 12668
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CONTOUR INTERVAL:
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SHEET 1 OF 1
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FLOWN:
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SCALE: 1"=40'
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0
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40
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80 FEET
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450
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475
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432.6
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427.6
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416.9
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416.8
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416.6
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416.1
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412.7
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415.2
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414.6
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414.7
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414.6
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414.4
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397.1
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401.6
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418.4
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428.6
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427.9
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431.7
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436.0
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432.0
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410.5
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419.5
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467.0
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WILDCAT
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CANYON
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ROAD
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LADY LANE
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415.6
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685
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925
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x 1012.7
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EXISTING CONTOUR
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PROPOSED CONTOUR
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EXISTING SPOT ELEVATION
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%%ULEGEND SYMBOL
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%%uPERMITTEE
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%%uASSESSOR'S PARCEL NUMBERS
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%%uDECLARATION OF RESPONSIBLE CHARGE
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BY: DATE:
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WAYNE W. CHANG, R.C.E. 46548
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%%uOWNERS
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%%uLEGAL DESCRIPTION
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%%UPROJECT DESCRIPTION
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PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL FACES TO
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12. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO
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11. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE
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WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF
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TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT
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AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE
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ACCORDING TO THE PERIOD SPECIFIED IN THE MAJOR USE PERMIT.
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NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES.
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HEALTH STANDARDS, LAWS AND REGULATIONS.
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%%uGRADING NOTES
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PRIOR TO CONSTRUCTION.
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5. PROTECTION OF EXISTING UTILITIES:
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WORK IN THE COUNTY RIGHT-OF-WAY.
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HEREON FOR COUNTY ROAD PURPOSES.
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THE DIRECTOR OF PUBLIC WORKS WILL BE REQUIRED FOR ANY
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ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF THE
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CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
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FINISH GRADING:
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REMOVED AND DISPOSED OF.
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PREVENT DAMAGE TO SAID UTILITES.
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7. GENERAL UTILITY NOTES
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EXPLORATORY EXCAVATION REQUIRED:
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6. BRUSH REMOVAL:
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WILL BE AFFECTED BY THE PROPOSED GRADING.
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SEPTIC TANKS, AND CISTERNS FOUND ON SITE.
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DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED
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UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED.
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10. APPROVAL OF THESE PLANS BY THE PLANNING DIRECTOR
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TO VERIFY THAT THEY OWN NO UTILITIES OR STRUCTURES WHICH
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8. IT SHALL BE THE OWNER'S RESPONSIBILTY TO BACKFILL ALL WELLS,
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9. EXISTING UTILITIES OR STRUCTURES ARE SHOWN ACCORDING TO THE
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RECORDS OF THE FOLLOWING COMPANIES AND HAVE BEEN EXAMINED
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THE PERMITEE TO PROTECT OR RELOCATE THE UTILITIES.
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14. SLOPE RATIOS:
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RECOMMENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN
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AUTHORITY FROM THE PLANNING DIRECTOR TO DO SO.
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15. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON THE
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SITE DURING GRADING OPERATIONS, SUCH OPERATIONS WILL CEASE
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IMMEDIATELY AND THE PERMITTEE WILL NOTIFY THE DIRECTOR OF
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PUBLIC WORKS OF THE DISCOVERY. GRADING OPERATIONS WILL NOT
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IMPROVEMENTS WHICH DAMAGE ADJACENT PROPERTY.
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FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER PUBLIC
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OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING
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SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, SILTING,
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SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FORM THE
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GRADING DESCRIBED ON THIS PLAN. THE COUNTY WILL HOLD THE
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PERMITTEE RESPONSIBLE FOR CORRECTION OF NON-DEDICATED
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ENDANGER ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY,
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13. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE
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PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO PERSON
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SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO
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GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE
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RECLAMATION PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE
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SHALL BE REPLACED AS REQUIRED BY THE COUNTY OF SAN DIEGO
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SHOWN. IT IS THE OWNER'S RESPONSIBILTY TO DETERMINE LOCATION
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PLOTTED FROM RECORD DATA AND MAY NOT NECESSARILY BE WHERE
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ENGINEERING DEPARTMENT. EXISTING UTILITIES SHOWN HEREON ARE
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ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR
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PROPOSED WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES.
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THE OWNER IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
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PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
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OTHER EXISTING SURFACE IMPROVEMENTS DAMAGED BY THE OWNER
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OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR
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PACIFIC BELL
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CABLE TELEVISION
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HELIX WATER DISTRICT
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SAN DIEGO GAS & ELECTRIC
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3. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM
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4. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF
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2. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF
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VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN
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1. THE ENGINEER OF WORK WILL NOT ENFORCE SAFETY MEASURES OR
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REGULATIONS. THE OWNER SHALL DESIGN, CONSTRUCT AND MAINTAIN
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ALL EXISTING UTILITIES WITHIN THE SITE, AND THOSE ADJACENT TO
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ARE SHOWN ON THIS PLAN. THE UTILITY COMPANIES HAVE REVIEWED
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THESE PLANS AND ARE SATISFIED WITH THE ARRANGEMENTS MADE BY
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THE SITE WHICH ARE AFFECTED BY THE WORK PROPOSED TO BE DONE
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OWNER WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
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UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF EXCAVATION TO
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CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO
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PRODUCE A GENERALLY UNIFORM SURFACE OR CROSS SECTION. THE
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FINAL SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED
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AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN
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A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHER
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WASTE EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE
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BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED.
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THE MINERAL EXTRACTION PROJECT WILL INCLUDE THE MODIFICATION OF EXISTING MAJOR USE PERMIT P98-014 AND THE APPROVAL OF A RECLAMATION PLAN BY THE COUNTY OF SAN DIEGO FOR EXTRACTION OF 10.3-MILLION TONS OF CONSTRUCTION AGGREGATE AND RECLAMATION OF THE MINED LANDS (I.E. THE AREAS DISTURBED BY MINERAL EXTRACTION ACTIVITIES). APPROXIMATELY 230 ACRES WILL BE DISTURBED AND RECLAIMED OVER A PERIOD OF 16 YEARS WITHIN A PROJECT BOUNDARY OF 489 ACRES. ASSOCIATED ACTIVITIES INCLUDE A MOVABLE, AGGREGATE PROCESSING PLANT WHICH WILL BE RE-LOCATED AHEAD OF THE PIT AS MINING PROGRESSES FROM EAST TO WEST. TEMPORARY OFFICE TRAILERS WILL BE UTILIZED FOR ADMINISTRATIVE PURPOSES DURING THE OPERATION. THE REQUESTED MUP WOULD AUTHORIZE A MAXIMUM PRODUCTION LIMIT OF 733,000-CUBIC YARDS IN ANY CALENDAR YEAR WITH AN ANNUAL AVERAGE OF 575,000-CUBIC YARDS. TOTAL MATERIAL PRODUCTION FROM THE SITE IS ESTIMATED TO BE ABOUT 10.3-MILLION TONS (6.9-MILLION CUBIC YARDS). EQUIPMENT USED TO EXTRACT THE MATERIALS FROM THE SURFACE TO APPROXIMATELY 10 FEET ABOVE THE WATER TABLE WILL INCLUDE FRONT-END LOADERS AND EXCAVATORS. FRONT END LOADERS WILL BE USED TO EXCAVATE MATERIALS AND LOAD DIRECTLY INTO THE PLANT. UPON WHEELED LOADERS WILL THEN BE USED TO LOAD THE ON HIGHWAY TRUCKS. RECLAMATION WILL BE ALSO BE PHASED AS THE PIT ADVANCES TO THE WEST WITH TERRACE BUILT ALONG THE EDGES OF THE PIT AND A WATER POND ESTABLISHED. REVEGETATION EFFORTS WILL USE NATIVE PLANT SPECIES IN AN EFFORT TO REPLACE NATIVE HABITATS IN THIS AREA. OPEN SPACE AND RECREATIONAL TRAILS ARE THE PROPOSED LAND USE AFTER THE COMPLETION OF MINING.
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PROPOSED RIPRAP
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%%USHEET INDEX
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SHEET 1
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SHEET 2
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SHEET 3
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SHEET 4
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COVER SHEET
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PROJECT LIMITS AND PHASING
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PHASES 1 THROUGH 4 AND POND BACKFILL
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CROSS SECTIONS
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CUT - 3:1 (MINIMUM) 2:1 (MAXIMUM) FOR ALL SLOPES
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FILL - 3:1 (MINIMUM) 2:1 (MAXIMUM) FOR ALL SLOPES
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MUP BOUNDARY
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DAYLIGHT LINE
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1-619-466-0585
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1-800-227-2600
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1-800-227-2600
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1-800-227-2600
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Description
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No.
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Approved by
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Date
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DESCRIPTION:
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GRADING PERMIT NO.
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LOCATION:
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ELEVATION:
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RECORD FROM:
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Approved
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COUNTY ENGINEER
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DATUM:
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WAYNE W. CHANG
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Engineer of work
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Grading
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FILE NO.
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PHONE NO. (858) 692-0760
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ENGINEER'S NAME: CHANG CONSULTANTS
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SPECIAL USE PERMIT NO.
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SPECIFIC PLAN AMENDMENT
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DEPARTMENT OF PUBLIC WORKS
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SHEET
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COUNTY OF SAN DIEGO
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SHEETS
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N.O.I. NO.
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HABITAT LOSS PERMIT NO.
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TENTATIVE MAP NO.
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Date
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BY:
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Permit No.
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COUNTY APPROVED CHANGES
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PERMITS
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BENCHMARK
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COUNTY OF SAN DIEGO BENCHMARK
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NGVD 29
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R.C.E. 46548
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ORIGINAL
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RECLAMATION PLAN FOR:
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6
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PRIVATE CONTRACT
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EL MONTE VALLEY
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FOR REVIEW ONLY
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February 2, 2016
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CALIFORNIA COORINATE INDEX:
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254-1803
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8
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8
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WILDCAT CANYON RD
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WILLOW RD
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JULIAN AVE
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EL MONTE RD
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LAKE JENNINGS RD
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MAPLEVIEW ST
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LOS COCHES RD
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WINTER GARDENS BLVD
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PEPPER DR
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52
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67
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67
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%%UVICINITY MAP
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NOT TO SCALE
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COVER SHEET
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EL MONTE SAND EXTRACTION AND HABITAT RESTORATION PROJECT
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%%UAND EXISTING WELL LOCATIONS
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SCALE: 1"=2000'
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16. THE EXTRACTION WASTE WILL BE PLACED BACK INTO THE PIT.
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HELIX WATER DISTRICT 7811 UNIVERSITY AVENUE LA MESA, CA 91942 PHONE: (619) 466-0585
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EL MONTE NATURE PRESERVE, LLC 1335 SAN LUCAS COURT SOLANA BEACH, CA 92075 PHONE: (619) 889-3397
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PORTIONS OF SECTIONS 9, 10, AND 16, TOWNSHIP 15 SOUTH, RANGE 1 EAST OF THE EL CAJON MOUNTAIN, CALIFORNIA, U.S. GEOLOGICAL SURVEY (USGS) 7.5-MINUTE QUADRANGLE, SAN BERNARDINO BASE AND MERIDIAN, COUNTY OF SAN DIEGO, CALIFORNIA AT APPROXIMATELY 32°52' 38.53" N LATITUDE -116° 52' 50.00 W LONGITUDE
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%%UPROJECT PHASING
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THE PROJECT WILL BE DEVELOPED IN FOUR, CONTINUOUS PHASES. THE PROJECT WILL BEGIN WITH THE EXCAVATION OF THE FIRST PROCESSING AREA PAD TO 10 FEET BELOW GROUND SURFACE (BGS) AND PLACEMENT OF EARTHEN BERMS AROUND THE SIDES OF THE PLANT AREA TO SCREEN THE EQUIPMENT AND OPERATION FROM THE PUBLIC. TEMPORARY POWER POLES AND THE PROCESSING PLANT EQUIPMENT WILL BE THEN BE INSTALLED. AN ACCESS ROAD FROM EL MONTE ROAD TO THE PLANT WILL BE EXCAVATED TO APPROXIMATELY 10 FEET BGS TO ACCOMMODATE ON HIGHWAY VEHICLE ACCESS TO THE PLANT/LOADING AREA. THE PROCESSING PAD WILL BE LOCATED NEAR THE EASTERN END OF THE PROJECT INITIALLY, NORTH OF THE RIVER CHANNEL AND WILL BE MOVED WESTWARD TO VARIOUS LOCATIONS AS THE MINING PHASES ADVANCE. A DROP STRUCTURE WILL ALSO BE CONSTRUCTED ACROSS THE SAN DIEGO RIVER CHANNEL ON THE EASTERN EDGE OF THE PROJECT SITE TO PREVENT HEAD CUTTING TO THE EAST. IN THE FINAL PHASE THE WESTERN END OF THE PROJECT WILL BE MINED OUT, ALL EQUIPMENT REMOVED FROM THE PROPERTY AND THE AREA RECLAIMED TO THE FINAL LANDFORM. PHASE 1 PHASE 1 WILL INCLUDE DEVELOPMENT OF THE SITE INCLUDING THE ACCESS ROAD, THE PLANT AREA DEPRESSION, INSTALLATION OF PROCESSING EQUIPMENT AND CONSTRUCTION OF AN EARTHEN BERM TO SCREEN THE FACILITIES FROM PUBLIC VIEW. DEVELOPMENT OF THE INITIAL PIT (60 ACRES) WILL BE COMPLETED IN THIS PHASE. UPON REACHING THE PIT BOTTOM ELEVATION (10 FEET ABOVE EXISTING WATER TABLE), AN EROSION CONTROL, DROP STRUCTURE WILL BE CONSTRUCTED ACROSS THE EASTERN EDGE OF THE PROJECT. MATERIAL FROM THE SURFACE TO APPROXIMATELY 30 FEET OF MATERIAL BELOW THE EXISTING GROUND SURFACE WILL BE REMOVED USING FRONT END LOADERS AND EXCAVATORS. MINING WILL PROCEED IN A GENERAL EAST TO WEST DIRECTION WASTE FINES FROM THE PLANT WILL BE USED AS FILL OF THE LARGE POND AREA TO THE EAST THAT WAS PREVIOUSLY CONSTRUCTED AS A WATER HAZARD FOR THE PERMITTED GOLF COURSES. FILL WILL BE TRANSPORTED BY TRUCK OR PUMPED USING A SLURRY PIPELINE. ONCE THESE POND AREAS ARE FILLED, WASTE FINES WILL BE REMOVED FROM THE SETTLING PONDS, SPREAD EVENLY OVER DISTURBED AREAS AND INCORPORATED INTO THE SURFACE MATERIAL. PHASE 2 PHASE 2 WILL CONTINUE THE EXTRACTION PROCESS IN AN EAST TO WEST DIRECTION ON THE ADJACENT AREA OF APPROXIMATELY 54 ACRES. THE PLANT PROCESSING AREA AND ACCESS ROAD WILL MOVE WESTWARD. THIS PHASE IS ANTICIPATED TO LAST APPROXIMATELY 4 YEARS. EXCAVATION OF THE MATERIALS WILL START IN THE EAST AND PROCEED WESTWARD IN THE SAME FASHION AS UTILIZED IN PHASE 1. TOTAL DEPTH OF THE EXCAVATION IS EXPECTED TO BE APPROXIMATELY 30 FEET. EXCAVATED MATERIALS WILL BE LOADED DIRECTLY INTO THE PROCESSING PLANT BY A WHEELED FRONT END LOADER. RECLAMATION OF THE PHASE 1 AREA WILL BEGIN. PHASE 3 THE EXCAVATION PROCESS IN PHASE 3 IS A REPEAT OF PHASE 2 ON THE ON APPROXIMATELY 52 ACRES OF THE VALLEY WEST OF THE PHASE 2 AREA. PHASE 3 IS ANTICIPATED TO LAST ABOUT 4 YEARS AND WILL EMPLOY THE SAME PROCESS AS THE TWO PREVIOUS PHASES. AT THE BEGINNING OF PHASE 3, THE PLANT WILL BE MOVED SOUTH OF THE CHANNEL. PHASE 4 THE FINAL PHASE OF THE PROJECT WILL BE TO COMPLETE EXCAVATION OF THE WESTERN END OF THE PROJECT, REMOVE ALL EQUIPMENT AND TEMPORARY STRUCTURES FROM THE PROJECT SITE. REMAINING ACCESS ROAD SEGMENTS AND OPERATIONAL RELATED DISTURBANCE WILL BE RIPPED AND GRADED TO THE FINAL RECLAMATION CONTOURS AND THEN REVEGETATED. FINAL SLOPES ON THE PROJECT ARE DESIGNED WITH 3:1 SLOPES AND WILL NOT EXCEED 2:1. RECLAMATION RECLAMATION WILL BE COMPLETED FOR EACH A SPECIFIC PHASE AREA AFTER COMPLETION OF MINING IN THAT AREA. FINAL LANDFORMS WILL BE ESTABLISHED AND THE AREA PLANTED WITH THE PROPOSED SEED MIXES.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. WAYNE W. CHANG CHANG CONSULTANTS P.O. BOX 9496 RANCHO SANTA FE, CA 92067 PHONE: (858) 692-0760
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%%UPROJECT ACREAGES
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MAJOR USE PERMIT BOUNDARY
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RECLAMATION PLAN BOUNDARY
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PHASE 1 MINING
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PHASE 2 MINING
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489.31
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489.31
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59.85
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53.75
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ACRES
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ACRES
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ACRES
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ACRES
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SHEET 5
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REVEGETATION PLAN
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1
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ACCESS / HAUL ROAD
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20' WIDE TRAIL EASEMENT
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8' HIGH BERM
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PHASE BOUNDARY
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SHEET 6
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EASEMENTS
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MUP BOUNDARY 489.31 ACRES
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%%UEXTRACTION VOLUMES
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PHASE 1
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PHASE 2
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PHASE 3
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PHASE 4
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OVERALL
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1,925,500
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1,814,000
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1,873,500
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1,923,500
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7,536,500
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CUBIC YARDS
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CUBIC YARDS
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CUBIC YARDS
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CUBIC YARDS
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CUBIC YARDS
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PHASE 3 MINING
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PHASE 4 MINING
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50.16
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51.93
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ACRES
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ACRES
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EXCAVATION ACREAGE
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215.69
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ACRES
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ACREAGE OF PONDS TO BE FILLED
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POND 1
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10.06
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ACRES
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10.06
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ACRES
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%%UCOMMUNITY PLAN AREA
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LAKESIDE COMMUNITY PLAN
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%%UZONING
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S-82, EXTRACTIVE USE (APPROX. 414 ACRES), MINIMUM LOT SIZE: 8 ACRE(S), SPECIAL AREA REGULATION: F, S A-70, LIMITED AGRICULTURE (APPROX. 75 ACRES), MINIMUM LOT SIZE: 4 ACRE(S), SPECIAL AREA REGULATION: S
