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Home My WebLink AboutC317 EROSION CONTROL BMP FACTS SHEET 1. IN CASE OF EMERGENCY,CALL GREG MARTIN WM-1 MATERIAL DELIVERY AND STORAGE 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON(OCTOBER 1 TO PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE APRIL 15).NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE PROPERLY HANDLED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON EROSION CONTROL LEGEND GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH MATERIALS. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT WM-4 SPILL PREVENTION AND CONTROL THE CONCLUSION OF EACH WORKING DAY.ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFFSITE OCL PLACE GRAVEL BAGS AND PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE FENCE WITH WIND SCREEN METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF WM-5 SOLID WASTE MANAGEMENT PROPERLY. PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET.THE DEVICE STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND WM-6 HAZARDOUS WASTE MANAGEMENT DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. 1 PROSE T_ WM7 CONTAMINATED SOIL MANAGEMENT PROPERTY - TO THE DESCRETION OF THE FIELD ENGINEER.ADDITIONAL DEVICES,AS NEEDED,SHALL BE INSTALLED TO RETAIN SEDIMENTS 1' MIN HEIGHT AND OTHER POLLUTANTS ON SITE. PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORM WATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR 2 BAGS MIN. ALKALINE SOILS BY CONDUCTING PRE—CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING CONTAMINATED SOIL PROMPTLY. YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. WM-8 CONCRETE WASTE MANAGEMENT 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE BE MODIFIED,AS NEEDED, STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON—SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM THE PROJECT PROGRESSES. DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON—SITE SHALL SET UP, BE BROKEN APART, AND THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARYISEPTIC WASTE MANAGEMENT GRAVEL BAG DETAIL 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE AT ALL TIMES. UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON—SITE ARE REQUIRED NTS TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. VIA SHEET FLOW, SWALES,AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. TC-1 STABILIZED CONSTRUCTION ENTRANCE 12. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED A STABILIZED ENTRANCE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT FROM THE SITE BY THE FORCES OR WIND OR WATER. TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. 13. FUELS,OILS,SOLVENTS,AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT SEA SILT FENCE 8" MIN CONTAMINATE THE SOILS AND SURFACE WATERS.ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE SE-3 SEDIMENT TRAP WEATHER.SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER.SPILLS MAY NOT BE WASHED SE-8 GRAVEL BAGS INTO THE DRAINAGE SYSTEM. ERODED SEDIMENTS MUST BE RETAINED ON—SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT EXISTING GROUND 14. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM.PROVISIONS SHALL MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE. SUFFICIENT. PROVIDE APPROPRIATE TRANSITION 16. DEVELOPERSICONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND BETWEEN STABILIZED CONSTRUCTION FUNCTIONING PROPERLY IF THERE IS A 40%CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION,AND AFTER ENTRANCE AND STREET ACTUAL PRECIPITATION.A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL(COPIES OF THE SELF-INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). BMP FACTS SHEET CONSTRUCTION ENTRANCE NTS 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORM WATER BMP HANDBOOK FOR CONSTRUCTION AT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. WWW.CABMPHANDBOOKS.COM 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.THE CONSTRUCTION EC1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRIVEWAY APPROACHES.THE SAND BAGS SHOULD BE 24" ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. WIDE AND 10"HIGH.MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET#SE-8. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. EC2 CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET#WM-9. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND EC3 CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET#WM-1. AND WATER. EC4 EXISTING WALL TO REMAIN PROTECT IN PLACE. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. EXIST WALL 1� CE GRAVEL BAGS AND TO REMAIN EC4 / L/ FE CE WITH WIND SCREEN EC1 /� y — — — — — — — — — — — — — — — — — — — xv _.:,e- 77 PLACE GRAVEL BAGS AND a — FENCE WITH WIND SCREENEC1 ECt PLACE GRAVEL BAGS ANDEC FENCE WITH WIND SCREEN I I II 1 e•ry� e e i a e - I I II' a CONSTRUCTION \ \ I_.• .' : . I : . : . . . : . I I I r .:. I ENTRANCE > 0 W O co co O e e a e a e a e c I SCREEN T TOIRfMAINL � \ / T e Vr DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: QRpFEss/0 SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: BRADFORD C. SMITH MARTIN RESIDENCE FORKERT ENGINEERING &SURVEYING, INC. �`� S M. �� EGA CONSULTANTS, LLC BENCHMARK NO: T-167-R54 LOT 18 OF TRACT NO. 1011 EROSION CONTROL PLAN 425 30TH STREET 18 BALBOA COVES 22311 BROOKHURST ST, STE 203 375-C MONTE VISTA AVENUE DRAWN: MJ SUITE 22 NEWPORT BEACH,CA 92663 HUNTINGTON BEACH, CA 92646 N0.58627 a COSTA MESA, CALIFORNIA 92627 ELEVATION: 89.105 FEET(NAVD88),YEAR 18 BALBOA COVES F( , NEWPORT BEACH, CA (714)963-6793 PH (949)642-9309 LEVELED 2011 CHCK'D: TR 92663 JN 9758 EXP. 12-31-20 * C 3 (949)631-3682 T CIV aP 5/3/19 PROJECT NO. BS157-1 NEWPORT BEACH, CALIFORNIA NOVEMBER 30, 2018 NO. DATE R E V I S 1 0 N S DATE: 4/15/19 ��OF CA�� THOMAS M. RUIZ DATE