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±� � o� ,'I- C, 5DCO 221JF S^SD 5=0,005{ lLF 8^3D S=0�0035-, SDCO 2LF 82'SO 3=0, SD 12LF G"SD S=0A0,050 SDCO THIS PLAN SET SHALL ONLY BEUTILIZED 000NSTRUCT THE SEPTIC SYTEM IMPROVEMENTS. SDCO 12LF G^SD S=0,005( 2LF 8^SD 5=0�003� SDCO 67,85FIJ6 )IN lLF 8^SD S=O�0035- 221-F 8^SD S=O�005 SDCO 7 (D CONTRACTOR SHALL INSTALL SEVER CLEANOUT PER SAN JOkUUiN COUNTY STANDARDS WITH APPROPRIATE FITTINGS AND REDUCER. CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE UTILITY CONNECTIONS WITH THE PLUMBING PLANS PRIOR TO CONSTRUCTION OF ; PROPOSED STUBS AND STUD 5 FEET FROM THE FACE 0F 'THE | CONTRACTOR SHALL INSTALL SEWER MANHOLE PER SAN J0AOU|N CONTRACTOR SHALL EXCAVATE EXISTING SEWER UNE TO VERIFY THE HORIZONTAL AND VERTICAL. ALIGNMENT PRIOR TO THE INSTALLATION OF THE SEWER STRUCTURE/PIPE. CONTRACTOR SHALL INFORM THE ENGINEER IF THE ALIGNMENTS ARE DIFFERENT THAN SHOWN. CONTRACTOR SHALL CONNECT TO STUB PER SAN JDA0U\N COUNTY | STANDARDS AND SPECIFICATIONS. (TT) CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER SAN J0ADU|N | COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAIL ON SHEET C1.2 FOR ADDITIONAL INFORMATION. (E) CONTRACTOR SHALL INSTALL 15,000 GALLON PRIMARY SEPTIC TANK | PER SAN JOADU|N COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAIL ON SHEET C1,2 FOR ADDITIONAL INFORMATION, (D CONTRACTOR SHALL INSTALL 15,000 GALLON PRE-ANN0XIC RETURN TANK PER SAN JOAOU|N COUNTY STANDARD DRAWINGS AND | SPECIFICATIONS, SEE UQNL ON SHEET C12 FOR ADDITIONAL CONTRACTOR SHALL INSTALL 30,000 GALLON EQUALIZATION TANK PER SAN JUA0U\N COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE | DETAIL ON SHEET C1.2 FOR ADDITIONAL INFORMATION, CONTRACTOR � SHALL INSTALL PUMP PER 0RENC0'C RECOMMENDATIONS, (AD CONTRACTOR SHALL INSTALL ADVANTEX AX -WAX 250-35 EFFLUENT TREATMENT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS. } CONTRACTOR SHALL INSTALL RECIRCULATION PUMP PER 0R[NCO'S K RECOMMENDATIONS, (T) CONTRACTOR SHALL INSTALL ADVANTEX AX -WAX 225-35 EFFLUENT TR[ATWENK SYSTEM PER MANUFACTURER'S RECOMMENDATIONS, CONTRACTOR SHALL INSTALL RECIRCULATION PUMP PER 8RENC0'S RECOMMENDATIONS. CONTRACTOR SHALL INSTALL TWO CO l PUMPS PF501034. 580PA. | 3/4 HP, 3 PHASE FOR DISCHARGE TO LB�H FIELD. ' . � (TT\ C0NTRACT8R SHALL INSTALL SEPTIC SYSTEM CONTROL PANEL TCOM-DAX/S/DAX PTR0CSx7 480V PER URENC0'S SPECIFICATIONS CONTRACTOR SHALL INSTALL 8RENC0 4 -WA/ AUTO- 0DTRBUTING VALVE CONTRACTOR SHALL INSTALL PRESSURE DOSED SEWER LEACH FIELD IN ACCORDANCE WITH SAN JOA0U\N COUNTY STANDARDS AND SPECIFICATIONS. SEE DETAILS ON SHEET C1.2 FOR CALCULATIONS AND ADDITIONAL INFORMATION. THE CONTRACTOR SHALL EXCAVATE THE EXISTING GROUND TO THE SOIL, STRATUM LAXER UTILIZED IN THE LEACH FIELD SEPTIC SYSTEM CALCULATIONS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER TO BE PRESENT ON --SITE TO VERIFY THE PERCOLATION RATE OF "THE SOIL STRATUM I-AXER. CONTRACTOR SHALL COORDINATE WITH SAN J8A8U|N | COUNTY FOR ANY INSPECTION DURING CONSTRUCTION BY COUNTY | �KD PROPOSED 100% LEACH RBD EXPANSION AREA PER SAN J0ADU|N COUNTY STANDARDS AND SPECIFICATIONS, (P) *USE EXTREME CAUTION* TO 00|D UNDERGROUND UTILITIES WHEN INSTALLING FOOTINGS FOR WALLS AND FENCES AT A[L UTILITY WALL/FENCE CROSSING. CONTRACTOR SHALL *USE EXTREME CAUTION* WHEN INSTALLING SEWER NEAR EXISTING UTILITIES. CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE SEPARATION BETWEEN THE PROPOSED SEINER AND EXISTING | UT|UT|E3. CONTRACTOR SHALL NOTIFY ENGINEER IN THE EVENT OF ANY | 100 FEET PRIVATE WELL SETBACK RADIUS LINE. COPYRIGHT _2Dl7_ N0RTHSTAR ENGINEERING CROUP' INC CLIENT FOCUSED 9 PASSION DRIVEN k, Enoeerino Group, Im 62m12mStreet Modesto, cwe5,354 (209) 524-3525 Phone (20,9) 524-J,526Fox FILE# XX -XX ]MCA I APPLM 02-115513