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CONTACTS
<br />REGULATORY AGENCY/OWNER:
<br />EMPIRE ISLAND FARMING COMPANY, LLC,
<br />11751 W. EIGHT MILE RD.
<br />STOCKTON, CA 95215
<br />PRESIDENTS STEVE FAUGN
<br />ENGINEER (SEPTIC SYSTEM DESIGN).
<br />BLACK WATER CONSULTING ENGINEERS, INC.
<br />605 STANDIFORD AVE, STE. N
<br />MODESTO, CA 95350
<br />ENGINEER: AIA VERBURG, P.E.
<br />'T,-209,753,0078
<br />ENGINEER (CIVIL SITE DESIGN)
<br />BENCHMARK ENGINEERING, INC
<br />915 77H ST.
<br />MODESTO, CA 95354
<br />SERGIO CARRERA, RE
<br />T:209,548.9300
<br />1, CONTRACTOR SHALL CONSIDER THE INFORMATION PRESENTED AS "GENERAL NOTES®" AS
<br />PART OF THE CONSTRUCTION DOCUMENTSa
<br />2. PRIOR TO ANY WORK BEING PERFORMED, THE CONTRACTOR SHALL CONTACT THE
<br />APPROPRIATE REGULATORY AGENCIES FOR A PRE -CONSTRUCTION CONFERENCE.
<br />CONTRACTOR SHALL ALSO NOTIFY THE OWNERS AND ENGINEER SEVENTY-TWO (72)
<br />HOURS PRIOR TO MEETING DATE.
<br />3. ENGINEER OF RECORD MUST APPROVE ANY SUBS111"U11ONS. IMMEDIATELY NOTIFY THE
<br />ENGINEER OF ANY CONFLICTS BETWEEN THE DRAWINGS AND OTHER DETAILS; OR
<br />EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON THE
<br />DRAWINGS PRIOR 'TO COMMENCEMENT OF WORK. MATERIALS PROCURED PRIOR TO
<br />RESOLUTION OF CONFLICTS SHALL BE AT THE CONTRACTOR'S RISK.
<br />4THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE
<br />BENCHMARKS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL EXPENSE
<br />FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY LOSS OR
<br />DISTURBANCE. ALL STREET MONUMENTS, LOT CORNERS, BENCHMARKS, AND OTHER
<br />PERMANENT PIPE MONUMENTS DISTURBED DURING THE PROCESS OF CONSTRUCTION
<br />SHALL BE REPLACED BY A LICENSED CIVIL ENGINEER OR SURVEYOR PRIOR TO ACCEPTANCE
<br />OF THE IMPROVEMENTS,
<br />5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF
<br />,THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE GOVERNING BUILDING
<br />JURISDICTION AND/OR THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA
<br />REQUIREMENTS AS THEY APPLY TO THE PROJECT.
<br />& THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED PROJECT, AND DO NOT
<br />INDICATETHE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
<br />ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT
<br />PROPERTIES DURING CONSTRUCTION,
<br />7, 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR.
<br />A, CLEANING THE JOB SITE AT THE END OF EACH PHASE OF WORK,
<br />B. REMOVING AND DISPOSING OF ALL 'TRASH, SCRAP AND UNUSED MATERIAL AT
<br />THEIR OWN EXPENSE IN A TIMELY MANNER,
<br />C. MAINTAINING THE SITE IN A NEAT, SAFE AND ORDERLY MANNER AT ALL TIMES,
<br />D, KEEPING MATERIALS, EQUIPMENT AND TRASH OUT OF THE WAY OF OTHER
<br />CONTRACTORS SO AS TO NOT DELAY THE JOB,
<br />EA PROVIDING THEIR OWN SAFETY, TRAFFIC CONTROL PERMITS, RETESTING AND
<br />REINSPECTION,
<br />F, PROVIDING ALL WATER, POWER, SANITARY FACILITIES AND 'TELEPHONE SERVICES
<br />AS REQUIRED FOR THE CONTRACTOR'S USE DURING CONSTRUCTION.
<br />G, SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER
<br />THIS CONTRACT. ALL TESTING SHALL CONFORM TO REGULATORY AGENCY'S
<br />STANDARD SPECIFICATIONS.
<br />H, FIELD CHANGES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER.
<br />L, THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR
<br />OTHER DEVICES NECESSARY FOR PUBLIC SAFETY IN ACCORDANCE WITH THE
<br />CURRENT ISSUE OF "MANUAL OF TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS,
<br />AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY" PUBLISHED
<br />BY THE STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY,
<br />8. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZE AS -BUILT RECORD
<br />DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL PIPING AND
<br />CONDUITS, STRUCTURES AND OTHER FACILITIES, AS -BUILT RECORD DRAWINGS SHALL
<br />REFLECT CHANGE ORDERS, ACCOMMODATIONS AND ADJUSTMENTS TO ALL
<br />IMPROVEMENTS CONSTRUCTED. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE
<br />PREPARED AND SUBMITTED BY THE CONTRACTOR,
<br />9. PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE
<br />ENGINEER, ONE SET OF NEATLY MARKED AS -BUILT RECORD DRAWINGS SHOWING THE
<br />INFORMATION REQUIRED ABOVE, AS -BUILT RECORD DRAWINGS SET SHALL BE CURRENT
<br />WITH ALI. CHANGES AND DEVIATIONS REDLINED AS A PRECONDITION TO THE FINAL
<br />PAYMENT APPROVAL AND/OR FINAL ACCEPTANCE,
<br />10, THE INFORMATION SHOWN ON THE PLANS WITH REGARD TO THE EXISTING UTILITIES
<br />AND/OR IMPROVEMENTS WAS DERIVED FROM FIELD INVESTIGATIONS AND/OR RECORD
<br />INFORMATION. THE ENGINEER DOES NOT GUARANTEE THESE LOCATIONS TO BE EITHER
<br />TRUE OR EXACT. PRIOR TO CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S
<br />RESPONSIBILITY TO VERIFY ALL EXISTING IMPROVEMENTS AND TO EXPOSE
<br />UNDERGROUND UTILITIES RELATED TO THE PROJECT; INCLUDING BUT NOT LIMITED TO
<br />SEWER, STORM DRAIN, WATER, IRRIGATION, GAS, ELECTRICAL, ETC, AND SHALL NOTIFY
<br />THE ENGINEER AND OWNER IN WRITING FOURTY-EIGHT (48) HOURS IN ADVANCE OF
<br />EXPOSING THE UTILITIES SO THAT THE EXACT LOCATION AND ELEVATION CAN BE VERIFIED
<br />AND DOCUMENTED. IF LOCATION AND/OR ELEVATION DIFFERS FROM THAT SHOWN ON
<br />THE DESIGN PLANS, PROVISIONS TO ACCOMMODATE NEW LOCATION/ELEVATION MOST
<br />BE MADE PRIOR TO CONSTRUCTION.
<br />11, THE SEPTIC SYSTEM AND LEACH FIELD SHALL COMPLY WITH SAN JOAQUIN COUNTY
<br />ENVIRONMENTAL HEALTH DEPARTMENT (S.ICEHD), AND ONSITE WASTE -WATER TREATMENT
<br />STANDARDS (OWTS) AND RECOMMENDATIONS OF THE SOIL SUSTAINABILITY/NITRATE
<br />LOADING STUDY PREPARED BY LIVE OAK GEO ENVIRONMENTAL DATED MARCH 10, 2017,
<br />SEPTIC TANK AND LEACH FIELD SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND
<br />APPROVAL BY SJCEHD,
<br />LIVE OAK GEO ENVIRONMENTAIL�, IN
<br />MARCH 10, 2017
<br />SOIL SUITABILITYMITRATE LOAOING STU0jjgy2jLflNR!N2L
<br />A SATISFACTORY SOIL PERCOLATION RATE OF 1 O9 MIN/IN WAS OBSERVED ATTEST
<br />LOCATION.
<br />THE ONSITE WELL WAS SAMPLED BY FGL ON FEBRUARY 7, 2017, WITH TEST RESULTS
<br />REPORTED AS NON. -DETECT FOR NITRATES AND DBCP.
<br />ma"T mam za�l
<br />I STORM DRAIN NPDES PERMIT TO COMPLY WITH THE STATE OF CALIFORNIA'S
<br />STATEWIDE GENERAL NPDES PERMIT, REGULATING DISCHARGES OF STORM WATER
<br />ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM SOIL DISTURBANCES OF ONE
<br />ACRE OR MORE. A NOTICE OF INTEN-r (NOI) TO COMPLY WITH THE TERMS OF THE
<br />GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTIO
<br />ACTIVITY MUST BE FILED AND THE APPROPRIATE FEE PAID PRIOR TO COMMENCEME
<br />OF CONSTRUCTION. IN ADDITION, AT THE CONCLUSION OF THE PROJECT A NOTIC
<br />OF TERMINATION (NOT) MUST ALSO BE FILED. SUBMIT THE FEE, NOI, AND NOT TO T"
<br />STATE WATER RESOURCES CONTROL BOARD UTILIZING THE STORM WATER MULTIPL
<br />APPLICATION AND REPORT TRACKING SYSTEM (SMARTS) AT THE FOLLOWING
<br />ADDRESS: I
<br />WWW.SMARTS,WATERBOARDS,CA,GOV
<br />FEES AND PAYMENT'S CAN BE MADE TO 'THE FOLLOWING ADDRESS.
<br />STATE WATER RESOURCES CONTROL BOARD
<br />DIVISION OF WATER QUALITY
<br />ATTN. STORM WATER PERMIT UNIT
<br />BOX 1977
<br />SACRAMENTO, CA 95812-1977
<br />AVERAGE DAILY SEWAGE FLOW CALCULATIONS
<br />PARAMETER CALCULATION
<br />. .. . .... --- ----
<br />IF YOU HAVE ANY QUESTIONS CALL JOSEPH HENAO, WATER QUALITY CONTROL
<br />SEWER FLOW RATE PER RV UNIT' 100 GPD/UNIT
<br />ENGINEER, CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, AT (916)255-3028.
<br />NUMBER OF RVS X 16
<br />AVERAGE DAILY FLOW - RV 1,600 GPD
<br />THE FOLLOWING MUST BE SUBMITTED TO THE COUNTY PRIOR TO BEGINNING WORK AND
<br />PRIOR TO THE ISSUANCE OF AN ENCROACHMENT PERMIT:
<br />RV OCCUPANCY 45 DAYS
<br />REDUCTION CONVERSION 2 365 DAYS/YEAR
<br />A) 'TRANSMITTAL MEMO THAT INCLUDES:
<br />REDUCED AVERAGE DAILY SEWAGE FLOW- ROI'197 GPD
<br />*THE NAME, AND PHONE NUMBER OF THE PERSON RESPONSIBLE FOR SWPPP
<br />IMPLEMENTATION, AND
<br />SEWER FLOW RATE --CLUBHOUSE BEDROOM' 140 GPD/BEDROOM
<br />*IF APPLICABLE, A LISTING OF THE POST -CONSTRUCTION BEST MANAGEMENT
<br />NUMBER OF BEDROOMS x 2
<br />PRACTICES THAT WILL BE INSTALLED TO SATISFY THE REQUIREMENTS OF SAN
<br />AVERAGE DAILY SEWAGE FLOW - CLUBHOUSE
<br />JOAQUIN COUNTY.
<br />BEDROOM 280 GPD
<br />*COPY OF SWPPP MUST REMAIN ON SITE DURING CONSTRUCTION AT ALL TIMES.
<br />SEWER FLOW RATE --CLUBHOUSE (ANNUAL
<br />B) COPY OF A SIGNED NOTICE OF INTENT FORM OR A WASTE DISCHARGE
<br />ABBREVIATIONS
<br />PARTY)" 5 GPD/GUEST
<br />IDENTIFICATION NUMBER.
<br />AB
<br />AGGREGATE BASE
<br />NTS
<br />NOT TO SCALE
<br />NUMBER OF GUESTS x 50
<br />ALT
<br />ALTERNATE
<br />OC
<br />ON CENTER
<br />AVERAGE DAILY SEWAGE FLOW - CLUBHOUSE 250 GPD
<br />AVE
<br />AVENUE
<br />OHE
<br />OVERHEAD ELECTRIC
<br />OCCUPANCY X 45 DAYS
<br />BFP
<br />BACK FLOW PREVENTER
<br />PCA
<br />POINT' OF CURVATURE
<br />REDUCTION CONVERSION 365 DAYS/YEAR
<br />BTWN
<br />BETWEEN
<br />PG&E
<br />PACIFIC GAS AND ELECTRIC
<br />REDUCED AVERAGE DAILY SEWAGE FLOW -
<br />av
<br />BUTTERFLY VALVE
<br />PL
<br />PROPERTY LINE
<br />CLUBHOUSE 31 GPD
<br />CIP
<br />CAST IN PLACE
<br />PT
<br />POINT
<br />TOTAL AVERAGE DAILY FLOW, ADF
<br />CMP
<br />CORRUGATED METAL PIPE
<br />P.T4
<br />POINT OF TANGENT
<br />TOTAL REDUCED AVERAGE DAILY FLOW, RADF 508 GPD
<br />CONC OR CC CONCRETE
<br />R
<br />RADIUS
<br />'SJCEHD TABLE 6,6 (G),
<br />DIA
<br />DIAMETER
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />2 LOGE STUDY TABLE 6 REDUCTION FACTOR FOR AVERAGE DAILY FLOW PER YEAR.
<br />DIP
<br />DUCTILE IRON PIPE
<br />R.D.
<br />RELETIVE DENSITY
<br />'LOGE` STUDY TABLE 6
<br />EX
<br />EXISTING
<br />RD
<br />ROAD
<br />4 SJCEHD OW75 STANDARDS TABLE 6.6(S)
<br />FDN
<br />FOUNDATION
<br />REINIF
<br />REINFORCED
<br />FF
<br />FINISH FLOOR
<br />REQ'D
<br />REQUIRED
<br />TANK CAPACITY" CALCULATIONS
<br />FIG
<br />FINISH GRADE
<br />RT
<br />RIGHT
<br />BASE TANK CAPACITY, 37C 1,200 GALLONS
<br />FH
<br />FIRE HYDRANT
<br />5
<br />SLOPE / SOUTH
<br />AVERAGE DAILY SEWAGE FLOW 508 GALLONS
<br />GPD
<br />GALLONS PER DAY
<br />SHT
<br />SHEET
<br />MINIMUM COMBINED TANK CAPACITY, CTC1,708 GALLONS
<br />GR
<br />GRATE
<br />Sim
<br />SIMILAR
<br />DESIGN COMBINED TANK CAPACITY, DCTCz 2,130 GALLONS
<br />GV
<br />GATE VALVE
<br />SS
<br />SANITARY SEWER
<br />SPECIFIED TANK CAPACITY 2,500 GALLONS
<br />HORIZ
<br />HORIZONTAL
<br />SSFM
<br />SANITARY SEWER FORCE MAIN
<br />'BASED ON REDUCE[) RADE FOR RVS AND CLUBHOUSE.
<br />HT
<br />HEIGHT
<br />SST
<br />STAINLESS STEEL
<br />"BASED ON NON -REDUCED ADF TOTALING 2,130 GALLONS.
<br />ID
<br />INSIDE DIAMETER
<br />ST
<br />STREET
<br />INV
<br />INVERT
<br />STD
<br />STANDARD
<br />A 2,500 GALLON SEPTIC TANK WILL BE UTILIZED IN LIEU OF A 1,708 -GALLON CTC, TO ENSURE
<br />IRR
<br />IRRIGATION
<br />STL
<br />STEEL
<br />THE SYSTEM IS CAPABLE OF HANDLING SURGE$ OF LIQUID WASTE GENERATED IN A 24-HOUR
<br />PERIOD, THIS TANK CAPACITY WAS CALCULATED USING THE NON -REDUCED ADF VALUES THAT
<br />LF
<br />LINEAL FEET OR LINEAR FEET
<br />TEMP
<br />TEMPORARY
<br />INDICATED 2,130 GPD OF WASTE COULD POTENTIALLY BE GENERATED DURING PEAK USES OF
<br />LT
<br />LEFT
<br />TG
<br />TOP OF GRATE
<br />THE SYSTEM, AS FOLLOWS.
<br />MAX
<br />MAXIMUM
<br />THRO
<br />THROUGH
<br />FILTER BED CALCULATIONS
<br />MFR
<br />MANUFACTURER
<br />TYP
<br />TYPICAL
<br />SOIL FACTOR-CLAY/PEAT 0,25
<br />MGD
<br />MILLION GALLONS PER DAY
<br />LION
<br />UNLESS OTHERWISE NOTED
<br />MIN
<br />MINIMUM
<br />VERT
<br />VERTICAL
<br />Cl C x 1,708 GALLONS
<br />LEACH LINE 427 LINEAL FEET
<br />N
<br />NORTH / NEW
<br />W
<br />WATER / WEST
<br />MULTIPLICAl ION FACTOR FOR CLAY SOILS' x 4 FEET
<br />NIC
<br />NOT INCLUDED
<br />wM
<br />WATER METER
<br />SPECIFIED TANK CAPACITY 1,708 SQUARE -FEET
<br />ISJCEHD TABLE 93.2.
<br />SJCEHD SECTION 9.8-1,
<br />SECTION AND DETAIL NUMBERING SYSTEM
<br />SECTION CUT ON PLAN
<br />ENGINEERED FILL,
<br />1. TWO FEET OF ENGINEERED DESIGNED FILL WILL BE IMPORTED AND BE PLACED ON'rop
<br />OF EXISTING SURFACE GRADE IN THE DISPERSAL AREA OF THE OWTS. THE FILL IS
<br />CA>
<br />DESIGNED TO PROVIDE A FIVE-FOOT SEPARATION FROM THE BOTTOM OF THE FILTER BED
<br />TO THE GROUNDWATER AND CONTAINS A HIGH CARBON CONTENT AND DENSITY TO
<br />SLOW PERCOLATION FOR MICROBES TO FURTHER DENITRIFY THE EFFLUENT PRIOR TO ITS
<br />MOVEMENT INTO THE SATURATED ZONE. THUS AUGMENTING THE NEED FOR AN EIGHT
<br />SECTION SHOWN
<br />FOOT SEPARATION FROM GROUNDWATER.
<br />1 , SANITARY SEWER FORCE MAIN SHALL BE 4" A.B.$, SCHEDULE 40 AND ALL, JOINTS GLUED
<br />OR SEALED ACCORDING TO ASTM STANDARDS.
<br />2, SANITARY SEWER LEACH LINE SHALL BE 4" PERFORATED PVC, OR APPROVED EQUAL, ALL
<br />BENDS IN LEACH LINE SHALL HAVE ONE TIGHT JOINT AT EACH END OF BEND.
<br />NAME—-
<br />E'SCALE-
<br />DETAIL NUMBERING SYSTEM
<br />7)
<br />MOWN
<br />1. "VAR" IN THE DRAWING DESIGNATION AREA INDICATES DETAIL APPLIES TO MORE
<br />THAN ONE DRAWING,
<br />2, " - " IN THE DRAWING AREA INDICATES THAT SECTION OR DETAIL IS SHOWN ON THE
<br />SAME DRAWING THAT IT IS CUT FROM OR REFERRED TO,
<br />
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