Laserfiche WebLink
SEPTIC TANK DESIGN <br /> FOR <br /> UNIVERSITY PUBLIC SCHOOL <br /> JION <br /> /RISER (TYPJ 4'VENT TO LIFT STATION <br /> .,„ <br /> 4'VENT <br /> a'vENT M FROM LIFT STATION <br /> 4'VENT <br /> EXIST. WELL <br /> TBAFFEYL BAFFEL AFFEAFFEL <br /> PUBLIC WATER SYSTEM VENT (TYPNT AFFEL <br /> 2-A-LOK EXCEL 6' GASKET <br /> ZABEL OR EQUAL (TYPJ <br /> FILTER (SANTEE) <br /> TANK 5 TANK 4 <br /> TANK 3 TANK 2 TANK 1 <br /> 1200 GALLONS 2000 GALLONS 2000 GALLONS 20D0 GALLONS 2000 GALLONS <br /> ti <br /> � q~ <br /> EASTVIEW DRIVE NOTES, <br /> — o — — — - L SEPTIC TANK LOCATION IS SHOWN ON SEPTIC TANK <br /> r� DESIGN FOR UNIVERSITY PUBLIC SCHOOL PLANS <br /> DATED 8-18-99 REVISION NO. 4, <br /> -'- — — — 2. ALL TANKS TO MEET APPROVAL OF SAN JOAQUIN <br /> COUNTY ENVIRONMENTAL HEALTH DEPARTMENT i <br /> MANUFACTURER TO PROVIDE ENGINEERED CALCULATIONS <br /> (P&L CONCRETE PRODUCTS) <br /> UNIVERSITY PUBLIC��HOOL <br /> ® PROPERTY LINE LOCATION SEPTIC SYSTEM DESIGN CALCULATIONS, <br /> QPOfESS/0Nq = 7050 GALLONS <br /> p N�,RYCyb ! 470 STUDENTS x 15 GALLON/STUDENT _ 1200 GALLONS <br /> tip° Nc <"y + BASE TANK CAPACITY 8250 GALLONS <br /> DO NOT REMOVE TREES ON NO. 48,717SIZE 8250 GALLONS. <br /> m <br /> NEIGHBORS PROPERTY, c�wixTs s-w-smo MINIMUM SEPTIC TANK <br /> �fq CIVII. ��\P REQUIRED LENGTH OF LEACH LINES, <br /> rF OF CAO SOIL FACTOR 0,25 (CLAY AND/OR PEAT) <br /> 8250 GALLONS x 0.25 = 2062,5 L,F. OF LEACH LINES REQUIRED. <br /> PIT 11-60' DIA PITS x 110 L.F. OF LEACH LINE= 1210 L,F, <br /> + 852 L.F. OF LEACH LINES SHOWN = 2062 L.F. OF LEACH LINES PROVIDED. <br /> 7CAL'I'F <br /> KON, SHEET <br /> JOB NO.� 3246 10042 N, HIGHWAY 99 FRONTAGE ROAD77 RNIA <br /> 1 WONG ENGINEERS, INC. DATEi MAY 1999 C1 <br /> S PLANNING ENGINEERING SURVEYING SCALE. AS SHOWN SEPTIC SYSTEM DESIGN F❑R <br /> i cTnrvmu cnI TFORNIA ... _ _ OF ONE <br />