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SUMMER CYCLE WATER MANAGEMENT WINTER CYCLE SOIL TREATMENT <br /> NOTE: WATER FROM RUNOFF DETENTION RESERVOIR T'O BE RECYCLED TO TREATMENT PAD USING PORTABLE PUMP DECEMBER TO APRIL <br /> N <br /> 1 <br /> k I <br /> SECTION B-B INSIDE EDGE OF <br /> N.T.S. <br /> I conlcR>;TE WALL WATERPROOF <br /> PUMP BACK TO PAD <br /> COVER <br /> STANDAR DROP INLET I <br /> I I <br /> � � I <br /> HEADER B I W <br /> PORTABLE PUMP Q i <br /> .7ARD 100'ELEV. 48.1 w Qj TIRES <br /> — _ I (USED TO HOLD DOWN <br /> THE WATERPROOF COVERCOMPACTED SV. 47.0 RUNOFF pETENTlON RESERVOIR I WATERPROOF <br /> � <br /> ELEV. 47.1 5' EXISTING GRADE OO E <br /> 6000± GALLON CAPACITY f <br /> 6" P.V.C. (SCHEDULE *40) -------- _-� - ---- - -.__ ___ �_. __. <br /> COVER <br /> 20' 40' i 0 O 1 <br /> ELEV. 44.0± I / O <br /> 0 of <br /> o � <br /> MONITORING WELL DETAIL PIPING SYSTEM DETAIL <br /> PLAN <br /> N. T. S. <br /> 10° STREET BCO( <br /> PROFILE <br /> GROUND LEVEL �-- PLAN VIEW - N.T.S. N T S <br /> a. <br /> a`'p _� •_o a an PERIMEWLR <br /> Q o ASPHAL'TIC <br /> PAVEMENT— Foccrrc cAP DETENTION SLEEVE <br /> 2' to 4' -- <br /> VENT AREA <br /> o ri -------CONCRETE , CONCRETE PAD <br /> ' " I <br /> TIRES <br /> 7� V- <br /> DROP INLET <br /> 4-INCH BLANK <br /> PVC PIPE - 6" SCH. 44 PVC PIPE ; /I WATERPROOF COVER �� AERATION WATERPROOF COVER <br /> -- - ---- -- , T ±4 _ <br /> ��— 6" GATE VALv1 5 + _ SOIL / r USES .�� <br /> 1 <br /> WINTER <br /> # ASPHALTIC CONCRETE GUTTER / o <br /> RAIN WATER <br /> - ASPHALTIC CONCRETE GUTTER <br /> SAAifS PACK DRAINAGE 12' � i a. _ <br /> 5' -- AREA 8 D Q <br /> � STATIC WATER LEVEL I -- 1 I a. `�'Q- ti� . `�:�� � Win. �:�. d. �. .:� cru QT : • <br /> SAND <br /> -- SECONDARY CONFINEMENT <br /> I <br /> -40 MIL. POLYPROPYLENE LINER / <br /> OR L:QUEVALENT <br /> 4 INCH PVC <br /> SCREEN - 14' \ LOCKING CAP / <br /> WATERPROOF COVER, y y <br /> -HELD IN PLACE: 13Y <br /> ' <br /> PERIMETER PIPE OR NOTE: DECEMBER TO APRIL, THE TREATMENT PAD WILL BE COVERED <br /> - SIMILA14 WEIGHT SOIL <br /> --y END CAP WITH A WATERPROOF MATERIAL HELD IN PLACE WITH USED TIRES. <br /> q SOIL WILL BE PLACED FOR TREATMENT AS SHOWN ABOVE. COLLECTED <br /> 7- 7- 7-7 j <br /> RAIN WATER WILL BE DRAINED TO FIELD NORTH OF TREATMENT PAD_ <br /> TYPICAL DETAIL rt <br /> a Yb gj9 <br /> 6" EXPANSION PLUG ^ cs •4(" %o r° <br /> MONITORING WELL CONSTRUCTION x. 17,3 1 0a <br /> gr�OF CAO®� <br /> 1107 KENNEDY PLACE SUITE 7 DESIGNED BY: SHEET pF <br /> fY1 mo denhauer <br /> BY- <br /> DAVIS, cALIEORNIA ���1� L.A.M. TERRA GENESIS INC <br /> (DIC) 756-2i?50 (916) 92Q-3518 DRAWN BY-, D J.R. r _ ._.. __ <br /> e engineering - - - - - -- __ - - - - - - - - -- --� - 2 2 <br /> CHECKED BY: MANTECA SITE <br /> ENGINEERING CONSI_JLiANT S PRQ�IECT PLANNERS <br /> c company } ---- _ __ - - SATE <br /> L - - <br /> 3 24 88 <br /> � <br /> SCALF:ALE. N.T.S.ONMENTAL REPORTS LAND SURVEYORS `� - SAN JOAQUIN COUNTY I PRDt-1 . <br /> Nc) <br />