HomeMy WebLinkAboutWalsh-417 Edge Water-Grading C4 EROSION CONTROL BMP FACTS SHEET
1. IN CASE OF EMERGENCY, CALL JOHN WALSH WM-1 MATERIAL DELIVERY AND STORAGE EROSION CONTROL LEGEND
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
2. 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 cDcDcDcD= PLACE GRAVEL BAGS AND
FENCE WITH WIND SCREEN
EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE
3. GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. PROPERLY HANDLED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON
PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH
GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT MATERIALS.
4. THE CONCLUSION OF EACH WORKING DAY.ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE WM-4 SPILL PREVENTION AND CONTROL
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
ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF.
5. PROPERLY. WM-5 SOLID WASTE MANAGEMENT PROJECT
PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED 1' MIN HEIGHT PROPERTY
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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 2 BAGS MIN.
6. SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND POLLUTION AND PREVENT WIND DISPERSAL.
DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. WM-6 HAZARDOUS WASTE MANAGEMENT
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HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE
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.
7. TO THE DESCRETION OF THE FIELD ENGINEER.ADDITIONAL DEVICES,AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS WM-7 CONTAMINATED SOIL MANAGEMENT
AND OTHER POLLUTANTS ON SITE. PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORM WATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR
DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING ALKALINE SOILS BY CONDUCTING PRE—CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING
8. YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. CONTAMINATED SOIL PROMPTLY. GRAVEL BAG DETAIL
WM-8 CONCRETE WASTE MANAGEMENT NTS
STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED,AS NEEDED,AS THE PROJECT PROGRESSES. STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON—SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM
9. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON—SITE SHALL SET UP, BE BROKEN APART, AND
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 SANITARY/SEPTIC WASTE MANAGEMENT
EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE AT ALL TIMES.
10. UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON—SITE ARE REQUIRED
ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR
11. VIA SHEET FLOW, SWALES,AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 8" MIN
TC-1 STABILIZED CONSTRUCTION ENTRANCE
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 'N'vx�
12. 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 EXISTING GROUND
OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED.
FUELS, OILS, SOLVENTS,AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT SE-1 SILT FENCE
13. CONTAMINATE THE SOILS AND SURFACE WATERS.ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE PROVIDE APPROPRIATE TRANSITION
WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED SE-3 SEDIMENT TRAP BETWEEN STABILIZED CONSTRUCTION
INTO THE DRAINAGE SYSTEM. SE-8 GRAVEL BAGS ENTRANCE AND STREET
EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL ERODED SEDIMENTS MUST BE RETAINED ON—SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT
14. BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE. MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED
SUFFICIENT. CONSTRUCTION ENTRANCE
DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND NTS
15. FUNCTIONING PROPERLY IF THERE IS A 40%CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION,AND AFTER
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
TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
16. CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORM WATER BMP HANDBOOK FOR CONSTRUCTION AT
WWW.CABMPHANDBOOKS.COM
SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.THE CONSTRUCTION
17. ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. EC1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRIVEWAY APPROACHES. THE SAND BAGS SHOULD BE 24"
ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET#SE-8.
EC2 ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET#WM-9.
18. AND WATER. EC3 CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET#WM-1.
EC4 HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. EXISTING WALL TO REMAIN. PROTECT IN PLACE.
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ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS.
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ARCHITECT: OWNER/DEVELOPER: PREPARED BY: Q�OFESS/0 SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET:
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BRADFORD C. SMITH HOME SWEET HOME, LLC FORKERT ENGINEERING &SURVEYING, INC. �� �pS M, ��, BENCH MARK#: 1E-116-99 LOT 6 BLOCK 2 EROSION CONTROL PLAN
425 30TH STREET MR. AND MRS. JOHN WALSH 22311 BROOKHURST ST, STE 203 � �� �G 2� DATUM: NAVD88 BALBOA BAYSIDE TRACT C4
DRAWN: MJ SUITE 22 417 EDGEWATER HUNTINGTON BEACH, CA 92646 0 � `� m ELEVATION: 7.587 M.M. 4/78 (CONSTRUCTION POLLUTION PREVENTION PLAN)
8627
NEWPORT BEACH, CA 92663 NEWPORT BEACH, CALIFORNIA (714) 963-6793 P. 2-31-
CHCK'D: TR (949) 631-3682 JN xxxx EXP. 1 -31-20 417 EDGEWATER
1
NO. DATE R E V I S 1 0 N S DATE: XX/XX/19 �T�TFOF CA��FO��\P THOMAS M. RUIZ DATE NEWPORT BEACH, CALIFORNIA