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L .:..: .. <br />. <br />W <br />0 <br />(TYP) <br />HDOSTINGI TRW/EW- UNE <br />0 <br />0 <br />PROPOSED <br />WELL SITE <br />20 <br />6-1 <br />10 <br />0 <br />' <br />PROJECT NUMBER: 1520100 <br />O <br />.... -.' .: - 136' <br />1"=20' <br />2 <br />SEX LI FiID SEPARATION FROM WATER WELL WE <br />a <br />OV0 <br />w�Q <br />SS -PUMP <br />LL <br />�- <br />U <br />70.77RIM <br />Z <br />_ <br />' <br />a <br />68.33FL 3 FM <br />61.68FL 8")S <br />00 <br />Z <br />SDCB <br />O <br />SDCO <br />69.79RIM <br />I.L. <br />71.26RIM <br />65.69F112 S <br />12 E <br />IIIII65.77FL <br />2LF 12"SD S=0.0020 <br />! <br />SD -WYE <br />o <br />66.02FL 6 SE <br />N <br />65.77FL�12")W,E <br />r: <br />56LF 12 SO <br />12 SDS <br />N II <br />w <br />0,0020 <br />r <br />8LF�6"SDS=0.0050 <br />' <br />LF <br />t ":S <br />CO <br />SDCO <br />7 <br />.91 <br />71.25RIM <br />6 <br />6E <br />66.O6FL(6 NE <br />S1 <br />, <br />O P O S E D <br />' <br />SDCO <br />UILDING "E" <br />61 <br />71.33RIM <br />FF= 71.50 <br />67.45FL 6 S <br />67 2OFL 12") <br />�q( <br />35LF <br />'71D.28RIM SO 8. 0.150 ^..; <br />A <br />.67.29FL- <br />14LF 12"SD 5=0.002 r. SD -WYE <br />3' <br />SSCO 3$1 F <br />0 <br />0 <br />PROPOSED <br />WELL SITE <br />20 <br />6-1 <br />10 <br />0 <br />20 <br />PROJECT NUMBER: 1520100 <br />O <br />1"=20' <br />2 <br />KEY NOTES <br />THIS PLAN SEF SFWL ONLY BE UNLIZEO TO CONSTRUCT THE SEPTIC <br />SYFEM IMPROVEMENTS. <br />CONTRACTOR SHALL REVIEW PLAN SET TITLED 'CML IMPROVEMENT <br />PLANS FOR COLONY OAK K-8 SCHOOL, RIPON UNIFIED SCHOOL <br />DISTRICT, CALIFORNIA' PERPARED BY NORTHSTAR ENGINEERING GROUP <br />FOR ALL OTHER CML IMPROVEMENTS. IF A CONFLICT IS FOUND <br />BETWEEN 'CML IMPROVEMENT PLANS FOR COLONY OAT( K-8 SCHOOL, <br />RIPON UNIFIED SCHOOL DISTRICT, CAJFORNIA° AND THIS PIAN SET, <br />CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY. <br />® CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER SAN JOAQUIN <br />COUNTY STANDARDS WITH APPROPRIATE FITTINGS AND REDUCER. <br />CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE UTILITY <br />CONNECTIONS WiTH THE PLUMBING PLANS PRIOR TO CONSTRUCTION OF <br />PROPOSED STUBS AND STUB 5 FEET FROM THE FACE OF THE <br />BUILDING. <br />® CONTRACTOR SHALL INSTALL SEWER MANHOLE PER SAN JOAQUIN <br />COUNTY STANDARDS AND SPECIFICATIONS. <br />® CONTRACTOR SHALL EXCAVATE EXISTING SEWER LINE TO VERIFY THE <br />HORIZONTAL AND VERTICAL ALIGNMENT PRIOR TO THE INSTALLATION OF <br />THE SEWER STRUCTURE/PIPE CONTRACTOR SHALL INFORM THE <br />ENGINEER IF THE ALIGNMENTS ARE DIFFERENT THAN SHOWN. <br />CONTRACTOR SHALL CONNECT TO STUB PER SAN JOAQUIN COUNTY <br />STANDARDS AND SPECIFICATIONS. <br />® CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER SAN JOAQUIN <br />COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAIL ON <br />SHEET C1.2 FOR ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL 4,000 GALLON PRIMARY SEPTIC TANK PER <br />SAN JOAQUIN COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE <br />DETAIL ON SHEET C1.2 FOR ADDITIONAL INFORMATION. <br />CE) CONTRACTOR SHALL INSTALL SEWER LEACH FIELD IN ACCORDANCE WITH <br />SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS. SEE DETAILS <br />ON SHEET C1.2 FOR CALCULATIONS AND ADDITIONAL INFORMATION. <br />CONTRACTOR SHALL COORDINATE WiTH SAN JOAQUIN COUNTY FOR ANY <br />INSPECTION DURING CONSTRUCTION BY COUNTY PERSONNEL. <br />® PROPOSED 100% LEACH FIELD EXPANSION AREA PER SAN JOAQUIN <br />COUNTY STANDARDS AND SPECIFICATIONS. <br />® 150 FEET WATER WELL SETBACK RADIUS UNE. <br />(D CONTRACTOR SWILL *ISE DI CAUTION* WHEN INSTALLING SEWER <br />NEAR EXISTING UTILITIES. CONTRACTOR SHALL ENSURE THAT THERE IS <br />ADEQUATE SEPARATION BETWEEN THE PROPOSED SEWER AND EXISTING <br />UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IN THE EVENT OF ANY <br />CONFLICT. <br />® MISE EXTREME CAUTION* TO AVOID UNDERGROUND UTILITIES WHEN <br />INSTALLING FOOTINGS FOR WALLS AND FENCES AT ALL UTILITY <br />WALL/FENCE CROSSING. <br />(D CONTRACTOR SHALL INSTALL OBSERVATION WELL PER DETAIL ON SHEET <br />C1.2. <br />® CONTRACTOR SHALL INSTALL SANITARY SEWER UFT STATION PER <br />MANUFACTURER RECOMMENDATIONS AND SAN JOAQUIN COUNTY <br />STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAILS ON SHEET <br />C1.2 FOR ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL VALVE VAULT TO MERGE DUAL DISCHARGE <br />PIPES PER MANUFACTURER'S RECOMMENDATIONS. SEE SHEET C1.2 FOR <br />ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL UFT STATION CONTROL PANEL PER <br />MANUFACTURER'S RECOMMENDATIONS. SEE DETAILS ON SHEET C1.2 <br />FOR ADDITIONAL INFORMATION. <br />(E) CONTRACTOR SHALL INSTAL FLOW METER. <br />® CONTRACTOR SHALL INSTALL INSPECTION PIPE AT END OF EACH LEACH <br />LINE PER SAN JOAQUIN COUNTY STANDARDS. SEE DETAIL ON SHEET <br />C1.2. <br />(D CONTRACTOR SHALL INSTAL DISTRIBUTION BOX WITH TRIMMER VALVE <br />PER SAN JOAQUIN COUNTY STANDARDS. <br />COPYRIGHT 2017 NORTHSTAR ENGINEERING GROUP, INC <br />CLIENT FOCUSED PASSION DRIVEN <br />NORTHERN CALIFORNIA <br />1110 IRON POINT ROAD, SUITE 200 <br />FOLSOM <br />CALIFORNIA 95630-8301 <br />TEL 916 <br />YVWw.WICBTChit cts.corn <br />SHEET No. <br />C2.1 <br />SHEET No. <br />C2.2 <br />Max <br />Ivan Medina <br />C-24882 <br />0-17 <br />Q <br />kk 06-3 <br />CONSULTANT <br />KEY PLAN <br />IRmyWerieg Group, Ina <br />• CML ENGINEERING • SURVEYMG • PLANNING <br />620 12th Street Modesto, CA 95354 <br />(209) 524-3525 Phone (209) 524-3526 Fax <br />FILE# M -X( <br />IS <br />APPL.# 02-115513 <br />AI FLS SS <br />DATE <br />NO DATE BY DESCRIPTION <br />REVISIONS <br />DRAWN: CRW <br />CHECKED: JPE <br />DATE: 10-06-17 <br />O <br />PROJECT NUMBER: 1520100 <br />O <br />2 <br />a <br />OV0 <br />w�Q <br />LL <br />�- <br />U <br />Z <br />_ <br />z <br />00 <br />Z <br />� <br />O <br />. <br />I.L. <br />KEY PLAN <br />IRmyWerieg Group, Ina <br />• CML ENGINEERING • SURVEYMG • PLANNING <br />620 12th Street Modesto, CA 95354 <br />(209) 524-3525 Phone (209) 524-3526 Fax <br />FILE# M -X( <br />IS <br />APPL.# 02-115513 <br />AI FLS SS <br />DATE <br />NO DATE BY DESCRIPTION <br />REVISIONS <br />DRAWN: CRW <br />CHECKED: JPE <br />DATE: 10-06-17 <br />SCALE: AS SHOWN <br />PROJECT NUMBER: 1520100 <br />ONSITE SEPTIC <br />SYSTEM PLAN <br />DRAWING <br />NUMBEC2 ■ <br />R <br />