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GENERAL CONSTRUCTION NOTES: I. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.AND THAT TI IF.CONTRACTOR SHALL DEFEND,INDEMNIFY.AND HOLD OWNER AND R&R CONSULT NO HARMLESS FROM ANY AND ALL LIABILITY.REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.EXEMPTR4G FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE DESIGNER ASSUMES NO RESPONSIBILITY OTHER THAN FOR THE ADEQUACY OF TI IE DESIGN CONTAINED HEREIN. M.L MATERIALS TO BE USED ARE TO BE APPROVED BY THE DESIGNER PRIOR TO THEIR PLACEMENT.ANY MATERIALS INSTALLED PRIOR TO APPROVAL ARE SUBJECT TO REMOVAL. 1 4. AFTER COMPLETION OF WORK.WORK AREAS SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE CONTRACTOR. S. NO GUARANTEE IS INTENDED THAT UNDERGROUND UTBJTIES NOT SHOWN ON THE PLANS WILL NOT BE ENCOUNTERED,THOSE SHOWN ARE BASED ON THE BEST INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT THE OWNER.THE ENGINEERS.AND THE COUNTY OF SAN JOAQUIN ASSUME NO RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THESE PIANS. THECONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN AND BRING DISCREPANCIES TO THE ATTENTION OF THE DESIGNER PRIOR TO PROCEEDING WITH THE ` WORK. 1. ALL WORK SHALL CONFORM TO APPLICABLE SAN JOAQUIN COUNTY ON-SITESEWAGE DISPOSAL REGULATIONS. S. EXISTING SEPTIC TANK TO BE PUMPED.CLEANED AND REMOVED.OR THE EXISTING SEPTIC TANK CAN BE PUMPED.CLEANED AND ABANDONED IN PLACE.IF �� 4 EXISTING SEPTIC TANK IS ABANDONED IN PLACE.THE TANK SHALL BE FILLED WITH GRAVEL OR SAND. Y' 9. EXISTING SEPTIC TANK TO BE PUMPED AND CLEANED BY CERTIFIED AND LICENSED PUMPING COMPANY. �I 10. EXISTING SANITARY LINES MAY BE ABANDONED IN PLACE AFTER FLUSHING. H. WASTE SHALL DE DISPOSED OF IN A MANNER APPROVED BY THE SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT. 12. EXISTING WELL MUST BE LOCATED NO LESS THAN 100'FROM THE NEW DISPERSAL FIELD LOCATION. EROSION CONTROL NOTES,: 13. BEFORE ANY EXCAVATION,CALL UNDERGROUND SERVICE ALERT AT 600-642.2444 OR 600227-260. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTANT MAINTENANCE OF EROSION CONTROL MEASURES AT ALL TIMES DURING THE CONSTRUCTION PERIOD TO THE SATISFACTION OF THE ENGINEER AND THE COUNTY OF SAN JOAQUIN. 14. CONTRACTOR SHALL INSTALL BUILDING SEWER CLEANOUTS AT 2 FEET FROM WALLS PER STANDARD COUNTY DETAILS.INSTALL CHRISTY FS VALVE BOXES AT BUILDING INSTALLATIONS AND CHRISTY 012 VALVE BOXES IN TRAFFIC AREAS. 2. THE CONTACTOR SHALL BE RESPONSIBLE FOR CLEAN-UP OF MUD AND DEBRIS CARRIED ONTO SURROUNDING PROPERTIES.STREETS. 13. THE CONTRACTOR SHALL SUBMIT ALL EQUIPMENT SPECIFICATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. AND ROADS AS A RESULT OF CONSTRUCTION ACTIVITY ON THE SITE TO THE SATISFACTION OF THE ENGINEER AND SAN JOAQUIN COUNTY. 16 INSTALL A PIPE SLEEVE PER STANDARD COUNTY DETAILS FOR ANY SEWER PIPE CROSSING DRIVEWAYSAT A DEPTH OF LESS THAN 3 FEET.EXTEND SLEEVE TO FEET BEYOND EDGES OF TRAFFIC LANES. 3. EROSION CONTROL MEASURES SHALL BE IN PLACE AND IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN FOR THE ENTIRE PERIOD BETWEEN OCTOBER IS AND APRIL 15 OF EACH YEAR WHERE CONSTRUCTION ACTIVITY OCCURS ON THE SITE. J INGFNERAL.AL1.DISTURBED SLOPES AND FILL SURFACES ON THE ENTIRE PROJECT SHALL BE WINTERIZED BY ESTABLISHING A DENSE GROWTH OF DEEP-ROOTED GROUND COVER COVER ALL SLOPES WITH STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. SYSTEM SPECIFICATIONS: 5 ALL GRADED AREAS AND EXPOSED SOIL WITHIN THE PROJECT SHALL BE SEEDED FOR EROSION CONTROL BY THE CONTRACTOR.SEED AND MULCU SHALL HE APPLIED BY OCTOBER I5.SEED AND FERTILIZER SHALL BE APPLIED HYDRAULICALLY OR BY HAND.ON SLOPES. 17. THIS DESIGN IS FOR 4 BEDROOM MAIN RESIDENCE GENBRA7'INO600 GALLONS OF WASTEWATER PER DAY.THIS DESIGN SPECIFIES A HOOT AEROBIC STRAW SHALL Ili'APPLIED I3Y HLOWER OR BY HAND AND ANCHORED IN PLACE BY PUNCHING.ALL CRITICAL EARTHWORK OPERATIONS PRETREATMENT CONNECTING TO EXISTING LEACH FIELD. SHALL BE PERFORMED DURING THE DRY WEATHER SEASON(MAY I TO OCTOBER 15).THE CLEARING OF EXISTD40 VEGETATION SHALL BE CONFINED TO WITHIN THE AREA OF ACTUAL EARTHWORK.STORM WATER SHALL NOT BE ALLOWED TO FLOW DIRECTLY DOWN 19. INSTALL ONE HR NAND HOOT AEROBIC PRETREATMENT TANK @ ONE 100 GALLON PUMP TANK UNPROTECTED SLOPES.ENERGY DISSIPATING STRUCTURES AND EROSION CONTROL DEVICES SHALL BE PLACED AT ALL DRAINAGE OUTLETS THAT DISCHARGETO NATURAL CHANNELS AS SHOWN ON THESE PLANS.SEDIMENT TRAPS SHALL BE MAINTAINED BY THE 19, FOR ALL TANKS.ALL ACCESS PORTS ARE TO BE SEALED WITH THOROPLUG OR OTHER APPROVED SEALANT. CONTRACTOR UNTIL SUCH TIME THAT THE OWNER ACCEPTS MAINTENANCE RESPONSIBILITY. 20, ELECTRICAL CONTROL PANEL SHALL BE A HOOT AUTOMATIC SYSTEM CC*rMOLLER,PANEL OR EQUIVALENT AND SHALL OPERATE DURING HIGH WATER NOTICE TO HOMEOWNER: AUDIO ALARM DURING A"HIGH WATER'CONDITION. 21. THE ELECTRICAL PANEL SHALL BE MOUNTER PER MANUFACTURER RECOMMENDATIONS.AND BE EQUIPPED WITH A FUSED DISCONNECT AND MOTOR I. ESTABLISH LANDSCAPING(PREFERABLY A GRASS COVER)IMMEDIATELY.THIS WILL STABALIZE THE SOIL AND ALLOW FOR TIIE PROTECTION SWITCH AND H.O.A.SWITCH.AN ELECTRICAL PERMIT AT THE BUILDING DEPARTMENT IS REQUIRED. VEOITATION TO TAKE UP WATER. 22. LIQUID LEVEL CONTROLS TO BE PROVIDED TO OPERATE WITHIN LIMITS SHOWN ON THE DETAIL DRAWING.HIGH WATER ALARM SHALL BE PROVIDED WITH 2. DO NOT DISCHARGE SUMP PUMP,FOOTING DRAINS OR OTHER SOURCES OF CLEARWATER TO THE SYSTEM.EXCEPT FOR THE EFFLUENT ALARM BELL MOUNTED AT THE CONTROL BOX ON THE BUILDING. DISCHARGE FROM THE HOOT TREATMENT SYSTEM. 23, THE CONTRACTOR SHALL SUBMIT ALL EQUIPMENT SPECIFICATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 3. DO NOT DRIVE CARS,TRUCKS OR OTHER HEAVY EQUIPMENT OVER THE DISPERSAL FIELD.THISCAN DAMAGE THE COMPONENTS OF THI- SOIL AND CAUSE THE SYSTEM TO MALFUNCTION.LAWN MOWERS.RUBBER WHEEL GARDEN TRACTORS AND LIGHT EQUIPMENT CAN HI. 24, CONTRACTOR SHALL COORDINATE AND OBTAIN ALL INSPECTIONS FROM THE COUNTY HEALTH DEPARTMENT AND ENGINEER PRIOR TO FINAL APROVAL. DRIVEN OVER THE FIELD. INSPECTIONS SHALL INCLUDE PUMP ELECTRICAL AND DISTRIBUTION TEST PRIOR TO BACK FILLING AND COVERING.ALL CONSTRUCTION MATERIALS SHALL BE ON SITE AT THE TIME OF INSPECTION.PROVIDE 46 HOURS NOTICE IN ADVANCE OF DESIRED INSPECTION TIME. 4. DO NOT DRIVE TENT STAKES.GOLF PUTTING HOLES.CRICKET HOOPS.ETC.INTO DISPERSAL FIELD 25. ALL CONSTRUCTION MATERIALS AND WORK SHALLCONFORM TO THE SAN JOAQUIN COUNTY ON-SITE SEWAGE DISPOSAL REGULATIONS. 5. CONTACT YOUR SERVICE PROVIDER IF YOUR HIGH WATER ALARM SHOULD SOUND OR IF YOU NOTICE ANY AREAS OF EXCESSIVE WETNESS IN THE FIELD.REFRAIN FROM EXCESSIVE WATER USAGE UNTIL SYSTEM RAS BEEN CHECKED. 6 DISPERSAL AREA SHALL BE FENCED IF THE PARCEL IS USED AS PASTURE FOR LARGE ANIMALS SUCH AS HORSES AND CATTLE Revision Description Date By Hoot Aerobic Treatment System R and R Consulting Date:3-20-2021 SHEET __------, _ _____�__ _ Owner: Parry Dalzell 3609 Bradshaw Rd,Suite#311 __------_ __ __ __ _ `_ _____, — APN: 204-020-004ari Sacramento,CA 95827 Scale: __------ _____�___ _�___�_�__________-___ _ Address:_10948 S.Aimort Wy SIAL (916)877-669-4668 1 Of 5 Manteca-CA www.sosonsiteca.net Job#: