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THESE PLANS DEPICT APPROPIATE MEASURES TO CONTROL EROSION ON THE SITE WHICH HAVE BEEN GRADED IN CONFORMANCE WITH THE PLANS ENTITLED "GRADING PLAN 9 HOLE GOLF COURSE" SHEETS 1 & 2, PREPARED BY CEN—CAL ASSOCIATES, INC. THE COMPLETE GRADING CONSISTS OF CUTTING AND FILLING FOR STORAGE PONDS, GOLF COURSE TEES, GREENS, FAIRWAYS AND BUNKERS, R.V. PARK, SEWAGE TREAT— MENT PLANT SITE AND ROADWAY EMBANKMENTS. NO GRADING WILL BE PERFORMED WITHIN A 100' WIDE STRIP ON BOTH SIDES OF THE CREEK (EXCEPT AT CREEK CROSSINGS), MEASURED FROM THE MEAN HIGH WATER LEVEL AND WITHIN 6 FEET OF THE DRIPLINE OF THE NATIVE OAK TREES. PRESENTLY THE SITE CONSISTS OF 98 ACRES AGRICULTURAL LAND, THAT IS DIVIDED BY LONE TREE CREEK. THE LAND IS PROTECTED FROM FLOODING BY THE CREEK BY 2' TO 3' HIGH LEVEES. VEGETATION IS LIMITED TO SCATTERED GRASS AND WEEDS COVERING UNDISTURBED AREAS EROSION CONTROL INSTRUCTIONS EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND PROPERLY MAINTAINED AT ALL TIMES FROM OCTOBER 15 TO APRIL 15. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT PROPER EROSION CONTROL FACILITIES ARE CONSTRUCTED AND MAINTAINED PRIOR TO AND DURING PERIODS OF RAIN OR THREATS OF RAIN. 1. STRAW BAILS SHALL BE PLACED AT ALL POINTS OF WATER CONCENTRATION THAT HAVE THE POTENTIAL FOR CAUSING EROSION. 2. GOLF COURSE FAIRWAYS, TEES AND GREENS AND ROADWAY EMBANKMENT SLOPES SHALL BE SEEDED AS SOON AS POSSIBLE AFTER FINISH GRADING IS COMPLETE. 3. EARTH BERMS SHALL BE CONSTRUCTED AND MAINTAINED ALONG THE TOP OF SLOPES WHERE NEEDED TO PREVENT EROSION. 4. UTILITY TRENCH BACKFILL AREAS SHALL BE MAINTAINED SO AS TO PRE— VENT CHANNELING OF WATER IN TRENCHES. 5. AN ADEQUATE SUPPLY OF STRAW BAILS SHALL BE STOCKPILED ON SITE FOR USE IN THE PREVENTION OF ANY SILT—LADEN RUNOFF AND THE CONTROL OF EROSION. 6. DURING THE RAINY SEASON, ALL PAVED AREAS WILL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE WILL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT—LADEN RUNOFF. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS SHALL BE RESUBMITTED FOR APPROVAL PRIOR TO SEPTEMBER 1 OF EACH SUBSEQUENT YEAR UNTIL ALL IMPROVEMENTS ARE APPROVED. 7. ALL EQUIPMENT USED ON SITE TO COMPLETE THE WORK SHALL BE MAIN— TAINED IN GOOD CONDITION. 8. AFTER OCTOBER 15, ALL MEASURES WILL BE INSPECTED DAILY AND AFTER EACH STORM. AFTER OCTOBER 15, BREACHES IN DIKES AND SWALES WILL BE REPAIRED AT THE CLOSE OF EACH DAY AND WHENEVER RAIN IS FORE— CAST. 9. SEEDED AREAS WILL BE REPAIRED, RESEEDED, AND MULCHED AS SOON AS POSSIBLE AFTER DAMAGE IS REPAIRED. GENERAL NOTES: 1. EACH CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS RESULTING FROM HIS OPERATIONS DURING THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS. IN CASES OF NEGLECT REGARDING DIRT OR WATER ON STREETS, LACK OF TEMPORARY BARRICADES, OPEN EXCAVATIONS LEFT FOR AN UNREASONABLE TIME, OR OTHER HAZARDS OR INFRINGEMENTS, THE CONTRACTOR SHALL BE NOTIFIED ONCE BY TELEPHONE BY OWNER. IF IMMEDIATE ACTION IS NOT FORTHCOMING, THE NECESSARY MEASURES SHALL BE PERFORMED BY THE OWNER AND SHALL BE BACKCHARGED TO THE CONTRACTOR. THE CON— TRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE EN— GINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF HIS WORK ON THIS PROJECT. THE DUTIES OF THE ENGINEER DO NOT INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE. 2. DUST CONTROL AND NOISE CONTROL: AT ALL TIMES DURING CONSTRUCTION AND UNTIL FINAL COMPLETION, EACH CONTRACTOR SHALL PREVENT THE FORMATION OF ANY AIRBORNE NUISANCE BY WATERING AND/OR TREATING THE SITE IN SUCH A MANNER THAT WILL CONFINE DUST PARTICLES TO THE IMMEDIATE SURFACE OF THE WORK. EACH CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST FROM HIS OWN ACTIVITIES OR HIS SUBCONTRACTOR'S ACTIVITIES IN PER— FORMING THE WORK UNDER THIS CONTRACT, AND SHALL BE RESPONSIBLE FOR ANY CITATIONS, FINES OR CHARGES RESULTING FROM DUST NUISANCE. IN ADDITION, THE NOISE LEVEL OF THE CONTRACTOR'S OPERATION SHALL BE KEPT TO A MINIMUM. 3. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT ROGER D. RUMPH OF CEN—CAL ASSOCIATES, INC. (209) 754-3588 FOR CLARIFICATION. DIRECTION OF DRAINAGE SWALE STRAW BAILS AT POINT OF CONCENTRATION EARTH BERM j AT Tno nr NO.I DESCRIPTION r� TYPICAL EROSION CONTROL MEASURES NO SCALE COUNTY PLOT DATE: 01/31/81 PLOT TIME: 14:50 FILE: 93002\EROSION CHECKED: ❑ Roger D. Rumph PLANS: PROFILE: I�OSION CONTROL PLAN FRENCH CAMP GOLF & R.V. RESORT APPLICATION N0. RV -92-1 SAN JOAQUIN COUNTY, CALIFORNIA STATE HIGHWAY ROUTE No . ___99 TOTAL PROJECT SITE NO SCALE INDICATES: DRAINAGE FLOW S. 99 FRONTAGE RD. ASSOCIATES, INC. P.O.Box 888 San Andreas, Ca. 95249 Ph. (209) 754-3588 I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED FRENCH CAMP GOLF & R. V. PARK PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE, SC T.B.M. DESCRIPTION: ELEVATION: SHEET EROSION CONTROL PLAN NOT TO SCALE ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE DATE: Z RCE N0: 12741 BRASS CAP 1640' WEST OF SOUTH 99 28.118' FRONTAGE ROAD, SOUTH SIDE OF FRENCH CAMP ROAD, MARKED QR —30.7, U.S.G.S. INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONt ENT FOR KNOWING VIOLATIONS. ! 5 SURVEY DATUM n; F.B.: EXP. DATE: 3/31/94 ____—_— OF 12 DESIGN ENGIN ER _ F B :