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Z w 0 Q z w w p 0 Q w m N U Z Q N Y Z0 a S Z p 0 Z Z O 0 Z0 J 0 > 0 m O N 653.99' w z g 0 0 V) 0 0 0 Z Lu w w O Lf) U �/ Q n W — C) U FENCE I I \ N O 75'-0.0" 10 I O O o m I Jo W F W 0 M ~ N P I DISTRIBUTION BOX I 0 0u . 0 P142" DRY WELL (TYP) W7 Z a Z _Z I (TYP.) I I I Z O 0 0 O a � X Q U o,ao C W - 00 LEACH FIELD C) C7 I 135'-11.t I I SYSTEM CONSTRUCTION I 1. THE SEPTIC SYSTEM COMPONENTS AND INSTALLATION SHOULD BE ACCORDING TO SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH SEWAGE STANDARDS. I I W 2. THE SIDES AND BOTTOM OF ALL LEACH LINE TRENCHES AND THE SIDES OF THE L n Q DRY WELLS SHOULD BE RAKED OR SCARIFIED PRIOR TO THE PLACEMENT OF I Z OXIMATE GRAVEL TO ELIMINATE AN SOIL"SMEARING"THAT MAY HAVE OCCURRED DURING I APPRZ EXCAVATION. SINCE THIS IS CRITICAL,ALL TRENCH AND DRY WELL EXCAVATIONS — I I LOCATION OF SHOULD BE INSPECTED BY A REPRESENTATIVE OF NEIL O.ANDERSON&ASSOC. I _r PRIOR TO THE PLACEMENT OF ANY GRAVEL. I SHALLOW STORM (� 3. FINAL GRADING OF THE SURFACE OF THE DISPOSAL FIELDS SHOULD BE SUCH I I WATER POND U _ "ql Cc � U Cc THAT DRAINAGE WATER IS NOT ALLOWED TO COLLECT OR POND OVER THE 4 B[DROOM FIELDS. I RE;IDENCE a �_ &i--I I � � o ,6 �S `o 4. NO PERMANENT STRUCTURES OR HARD SURFACES(LE. CONCRETE FLATWORK, I E T ASPHALT PAVING,ETC.)SHOUCc LD BE CONSTRUCTED OVER THE LEACH FIELDS. I I I 2,000 GAL CI� SHOP SEPTIC TANK O 5. THE ONLY LANDSCAPING PERMITTED OVER THE INSTALLED LEACH FIELDS IS I I \ - — O GRASS OR LOW SHRUBS.A MINIMUM SEPARATION OF 10 FEET SHOULD BE _ %0 -0 Q Z MAINTAINED BETWEEN THE LEACH FIELDS AND PLANTED TREES OR DEEP 0 ,��j`n ROOTED SHRUBS. 6. THE DESIGNATED REPLACEMENT AREA SHOULD BE KEPT FREE OF ANY I I I i MIN.CLEARANCE I N PERMANENT STRUCTURES(LE.SWIMMING POOLS). TANK MAY BE RELOCATED AS L -ONG AS COUNTY SETBACKS I �— SYSTEM MAINTENANCE ARE MAINTAINED CSS 1. THE INSTALLED SYSTEM WILL CONSIST OF DUAL DISPOSAL FIELDS.TO OBTAIN THE OPTIMUM PERFORMANCE AND MAXIMUM LIFE OF THE SYSTEM,MANUAL I ~ SWITCHING OF THE DISPOSAL FIELDS SHOULD BE PERFORMED ON AN ANNUAL ujU BASIS.THE SYSTEM INCLUDES TWO PUSH-PULL VALVES, ONE ON EACH OF TWO I Lu Q EXITING EFFLUENT LINES FROM THE SEPTIC TANK,LOCATED IN THE SECOND I Q� SEPTIC TANK MANHOLE. ON AN ANNUAIL BASIS,THE MANHOLE COVER SHOULD BE U ILL REMOVED AND THE ONE VALVE RISER"PUSHED"DOWN OR CLOSED AND THE OTHER VALVE RISER"PULLED"OR OPENED.THIS WILL SWITCH THE EXITING SEPTIC TANK EFFLUENT FLOW FROM ONE LEACH FIELD TO THE OTHER. 2, THE SEPTIC TANK IS REQUIRED TO BE PUMPED AND CLEANED A MINIMUM OF Q EVERY THREE(3)YEARS.ACCESS TO THE SEPTIC SYSTEM DISPOSAL FIELD BY I I I } SERVICE EQUIPMENT SHOULD BE MAINTAINED. 3. A SEPTIC SYSTEM OPERATES BY UTILIZING MICRO ORGANISMS TO CONSUME WASTE PRODUCTS. HOUSEHOLD CHEMICALS, PAINTS,OR MINERAL SALT FROM A Q WATER SOFTENER SHOULD BE KEPT OUT OF THE SEWER/SEPTIC SYSTEM AS THESE SUBSTANCES ARE HARMFUL TO THE NECESSARY ORGANISMS. W 4. POSITIVE DRAINAGE AWAY FROM THE DISPOSAL FIELDS SHOULD BE MAINTAINED I Q AT ALL TIMES. I I n AS HOMEOWNER, I HAVE READ AND UNDERSTAND THE ABOVE CONSTRUCTION WATER WELL AND MAINTENANCE NOTES AND AGREE TO PERFORM THE ABOVE RECOMMENDED SYSTEM MAINTENANCE. I ALSO AGREE TO TRANSFER THESE PLANS AND THE INFORMATION CONTAINED HEREON TO THE NEW OWNER UPON SALE OF THE I TITLED RESIDENCE. } SI CS oi 3787ft2DESIGNATED SIGNATURE DATE N r RESERVE AREA o �� ' �C�jj(/�� I PERCOLATION TEST LOCATION PRINTED NAME 11-10-03 �oQSEHS/ p �G) 0 I N y (9 - o.5 10 m F \ *rT9 IVIL N lF OF CAl FAQ JOB NUMBER 0 0 LE03-x•31 3 SCALE: a I DATE: a March 11, 2004 U SHEET 653.99'. BPI DESIGNED BY: 0 16' 32' 48' D. Welch U I 1 1 ��I�N� NOTES: DRAW1 1)PLAN NOT VALID WITHOUT ORIGINAL ENGINEERING STAMP AND SIGNATURE. } j APPROXIWATE SCALE:1/6"=l 2)PLAN ONLY TO BE USED FOR THE RESIDENCE AND LOT SPECIFIED IN TITLE BLOCK. 0 COPYRIGHTo NEIL O.ANDERSON AND ASSOC.,INC. 1• tY Z w (%7