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tl >I - GENERAL CONSTRUCTION NOTES: '< L CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 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 140T BE LIMITED TO NORMAL WORKING HOURS.AND THAT THE CONTRACTOR SHALL DEFEND.INDEMNIFY.AND HOLD OWNER AND MR CONSULTING HARMLESS FROM ANY AND ALL l8 LIABILITY.REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE.OF WORK ON THIS PROJECT.EXEMPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER THE.DESIGNER ASSUMES NO RESPONSIBILITY ZITHER THAN FOR THE ADEQUACY OF THE.DESIGN(CONTAIN FD HEREIN. I ALL 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. 4. AFTER COMPLETION OF WORK WORK AREAS SHALL BE RESTORED TO THE ORIGINAL CONDITION BY THE(CONTRACTOR. 5. NO GUARANTEE ISINTENDED THAT ONDERCVILlHIND UTILITIES NOT SHOWN ON THE PLANS WILL NOT BE ENCOUNTERED.THOSE.SHOWN ARE BASED ON THE.PF.Si INFORMATION AVAILABLE AND THE CONTRACTOR IS CAUTIONED THAT THE OWNEK THE ENGINEERS.AND THE COUNTY OF SAN JOAQUIN ASSUME NO r RESPONSIBILITY FOR ANY OBSTRUCTIONS EITHER SHOWN OR NOT SHOWN ON THESE PLANS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN AND BRING DISCREPANCIES TO THE ATTENTION OF THE DESIGNER PRIOR TO PROCEEDING WITH THE WORK i ALL WORK SHALL C'UNFUKM TO APPLICABLE SAN JOAQUIN COUNTY ON-SITE SEWAGE DISPOSAL REGULATIONS. 8. EXISTING SEPTIC TANK TO BE PUMPED.CLEANED AND REMOVED.OR THE EXISTING SEPTIC TANK CAN BE PUMPED.CLEANED AND ABANDONED IN PLACE.IF EXISTING SEPTIC TANK IS ABANDONED IN PLACE.THE TANK SHALL BE FILLED WITH GRAVEL OR SAND. Y S. v EXISTING SEPTIC TANK TO BE PUMPED AND CLFANED BY CERTIFIED AND LICFNSFD PUMPING COMPANY Ar 10, EXISTING SANITARY LINES MAY BE ABANDONED IN PLACE AFTER FLUSHING. I I WASTE SHALL BE DISPOSEDOF IN A MANNER APPROVED BY THE SAN JOAQUIN COUNTY ENVIRONMENTAL 11EALTH DEPARTMENT 12 EXISTING WELL MUST BE LOCATED NO LESS THAN I00'FROM THE NEW DISPERSAL FIELD LOCATION EROSION CONTROL NOTES: I I BEFORE ANY EXCAVATION.CALL UNDERGROUND SERVICE.ALERT AT IIp14i12-21 OR M-227--2600. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TILE CONSTANT MAINTENANCE OF EROSION CONTROI.MEASURES AT ALL TIMES DURING THE CONSTRUCTION PERIOD TO THE SATISFACTION OF THE ENGINEER AND THE COUNTY OF SAN JOAQUIN. IJ CONTRACTOR SHALL INSTALL BUILDING SEWER CLEANOUTS AT 2 FEET FROM WALLS PER STANDARD COUNTY DETAILS.INSTALL CHRISTY FB VALVE BOXES AT BUILDING INSTALLAII/)NS AND CHRISTY GI VALVE BOXES IN TRAFFIC AREAS. _. THE CONTACTOR SHALL BE RESPONSIBLE FOR CLEAN-UP OF MUD AND DEBRIS CARRIED ONTO SURROUNDING PROPERTIES,STREETS. 15 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.SATISFA(TION OF THE.ENGINEER AND SAN JOAQUIN COUNTY. Io, INSTALL APIPE SLEEVE PER STANDARD COUNTY DETAILS FOR ANY SEWER PIPE CROSSING DRIVEWAYS AT A DEPTH OF LESS THAN J FEET.EXTEND SLEEVE TO FEET BEYOND EDGES OF TRAFFIC LANES. ]. EROSION CONTROL.MEASURES SHALL BE IN PLACE AND IN ACCORDANCE WITH THE APPROVED EROSION CONTROL.PLAN FOR THE ENTIRE PERIOD BETWEEN O CTOBER 15 AND APRIL IS OF EACH YEAR WHERE CONSTRUCTION ACTIVITY OCCURS ON THE SITE- 4 IN GENERAL.ALL DISTURBED SLOPES AND FILL SURFACES ON THE ENTIRE PROJECT SHALL BE WINTERIZED BY ESTABLISHING A DENSE GROWTH OF DEEPAO(TTED GROUND COVER.COVER ALL SLOPES WITH STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. SYSTEM SPECIFICATIONS: 5 ALL GRADEDAREAS AND EXPOSED SOIL WITHIN THE PROJECT SHALL BE SEEDED FOR EROSION CONTROL BY THE CONTRACTOR.SEED AND MULCH SHALL BE APPLIED BY OCTOBER I5.SEED AND FERTILIZER SHALL BE APPLIED HYDRAULICALLY OR BY HAND.ON SLOPES, IT. THIS DESIGN IS FOR 4 BEDROOM MAIN RESIDENCE GENERATING 600 GALLONS OF WASTEWATER PER DAY.THIS DESIGN SPECIFIES A HOOT AEROBIC STRAW SHALL BE APPLIED BY BLOWER 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 OK.TOBER 15).THE CLEARING OF EXISTING VkGETATION SHALL BE CONFINFD TO W ITIIIN TIIE AREA OF ACTUAL EARTHWORK.STORMWATER SHALL NOT BE ALLOWED TO FLOW DIRECTLY DOWN IN INSTALL ONE H600AND HOOT AEROBIC PRETREATMENT TANK&ONE I"GALL ON PUMP TANK UNPROTECTED SLOPES ENERGY DISSIPATING STRUCTURES AND EROSION CONTROL DEVICES SHALL BE PLACED AT ALL DRAINAGE OUTLETS THAT DISC'HARGI,TO NATURAL CHANNELS AS SHOWN ON THESE PLANS.SEDIMENT TRAPS SHALL BE MAINTAINED BY TIII. 19. FOR ALL TANKS ALL ACCESS PORTS ARE TO BE SEALED WITH THOROPLUG OR OTHER APPROVED SEALANT. OONTRACTDR UNTIL SUCII TIME THAT THE OWNER ACCEPTS MAINTENANCE RESPONSIBILITY. 20. ELECTRICAL CONTROL PANEL SHALL BE A HOOT AUTOMATIC SYSTEM CONTROLLER.PANEL OR EQUIVALENT AND SHALL UPEILATE 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 THE PROTECTION SWITCH AND H.O.A.SWITCH.AN ELECTRICAL PERMIT AT THE BUILDING DEPARTMENT IS REQUIRED. VEGITATION 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 —. DO NOT DISCHARGE SUMP PUMP.FOOLING DRAINS OR OTHER SOURCESUF CLEARWATER TO THE SYSTEM.EXCEPT FOR THE EFFLLFNI 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. I DO NOT DRIVE CARS.TRUCKS OR OTHER HEAVY EQUIPMENT OVER THE DISPERSAL FIELD.THIS CAN DAMAGE THE.COMPONENTS OF TNT SOIL AND CAUSE THE SYSTEM TO MAL-FUNCTION.LAWN MOWERS.RUBBER WHEEL GARDEN TRACTORS AND LIGHT EQUIPMENT(AN III 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 SIIALL BE ON SITE AT THE TIME OF INSPECTION.PROVIDE 48 HOURS NOTICE IN ADVANCE OF DESIRED INSPECTION TIME. 4. DO NO DRIVE TENT STAKES.GULF PUTTING HOLES.CRICKET HOOPS,ETC.INTO DISPERSAL FIELD 25. ALP.CONSTRUCTION MATERIALS AND WORK SHALT.CONFORM TO THE.SAij JOAQUIN COUNTY ON-SITE.SFWAGF DISPOSAL REGULATIONS 5. CONTACT YOUR SERVICE.PROVIDER IF YOUR HIGH WATER ALARM SHOULD SOUND OR IF YOU NOTICE ANY AREAS OF EXCESSIVE W'ETNF 1, IN THE FIELD.REFRAIN FROM EXCESSIVE WATER USAGE UNTIL SYSTEM HAS BEEN CHECKED. 6_ DISPERSAL AREA SHALL BE FENCED IF THE PARCEL IS USED AS PASTURE FOR URGE ANIMALS SUCH AS HORSES AMD CAM Revision Description Date B Hoot Aerobic Treatment System _ R and R Consulting Date:3-20-2021 SHEET --________________________________--_-------______________________— Owner: Pam Dalzell 3609 Bradshaw Rd,Suite#311 ----------------—------------------------------------------------ APN: 204-020-004 8Il Sacramento,CA 95827 Scale: 1--------—---------------------------- Of S __�_____________ Address:— 10948 S.Ai rt W (916)877-669-4668 ------- _—---_—_—--------------------—_—----—---—--------_--- _______ ____ Manteca.CA www.sosonsiteca.net Job#: