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AIR QUALITY CONTROL <br /> SUMMER CYCLE WATER MANAGEMENT TREATMENT CELL WINTER CYCLE SOIL TREATMENT <br /> NOTE: WATER FROM RUNOFF DETENTION RESERVOIR TO BE RECYCLED TO TREATMENT PAD USING PORTABLE PUMP OCTOBER TO A RIL <br /> 1 1 /4" MARINE 80, <br /> LINE BOTTOM AND SIDES WITH PLYWOOD <br /> 40 MIL. POLYPROPYLENE ao <br /> I I <br /> N <br /> I <br /> I <br /> SECTION <br /> I I <br /> SECTI N B-13 $� ',,,-- INSIDE EDGE OF <br /> PLAN N.T.S. <br /> CONCRETE WALL i <br /> N.T.S. WATERPROOF , <br /> PUMP BACK TO PAD �40 MIL. LINER COVER <br /> I I <br /> ow__� MIRA <br /> IRRIGATION WATER <br /> STANDARD DROP INLET 2" x 12"�--� SOIL ! I <br /> I i <br /> SUPPLY SYSTEM I I <br /> HEADER BOARD AIR BREAK W <br /> 4" x 6" <br /> ! <br /> 1\� < <br /> PORTABLE PUMP REDWOOD <br /> 100' <br /> ELEV. 48.1 - 0 w I TIRES <br /> { PROFILE N.T. S, I > I <br /> I (USED TO HOLD DOWN <br /> I I <br /> (RUNOFF DETENTION RESERVOIR THE WATERPROOF COVER ) <br /> COMPACTED SOIL ELEV. 47.0 <br /> \_LEV. 4 7.1 5000± GALLON CAPACITY 5' EXISTING GRADE <br /> WATERPROOF <br /> COVER <br /> 6" P.V.C. (SCHEDULE #40) 00O ! <br /> r-- 2 0' 20' <br /> --- -� <br /> oI <br /> ELEV. 4 2.0.t I 0 <br /> I � <br /> 0 <br /> 0 of <br /> MONITORING WELL DETAIL WATERPROOF COVER & APRON COVER TIE DOWN DETAIL <br /> PLAN <br /> N. T. S. <br /> ROUND <br /> C !0" STREET &_1K <br /> QR L/ LEVEL ;7ERIM ET FFt ASPH:a LT <br /> PROFILE <br /> LOCKING GAP O_ �p 1.5' EqF 1, 17) tf�NtiLC ��„ ` N. T. S. <br /> II�� . <br /> CAOLE <br /> �b•g:. �• FVC SLEEVE - <br /> oA- - f APRONCOVER <br /> r� aMIN_ SURFACE SEAL. � 't ' 2' t0 4' VENT AREA <br /> St BEPOTO 1ITE/CONCRE'TE <br /> _ 5.LVRRY I 80' K 100 WATERPIVOOF C'OvjR <br /> 2-INCH BLANK TIRES --� <br /> PVCFgPE PLAN VIEW <br /> WATERPROOF COVER <br /> AERATICN <br /> de SMD PACK APRON COVER SOIL ±4' / TUBES <br /> S MIN <br /> ASPHALTIC CONCRETE APRON <br /> STATIC WATER. LEVEL _ p ff / <br /> " - 1� <br /> ..'I Sn4UO urATFRPROOF COiVEIG 80 X 100 jyr. .-,Cy 'o,• <br /> WATERPROOF COVER <br /> -1' TIRE <br /> -- _ <br /> @DLT SEE DETAIL .o SAND <br /> �" -1 • --"�2 S HEADER uOARt? �- <br /> f LACE TIE, <br /> 2 ITIt tT PVC. FACTORY s MAX <br /> PERFORATED 0.020-INCH.. 15' MIN. OR 5' INTO � ��� 4pA()1 •).ti'EN � SOIL BEING TREATED <br /> - -- A[1I tpRO'� COVER' <br /> SLOTTft) SCRELN _ Y CLAY LAYI R !J <br /> (OCTOBER 1 THRU APRIL 1) <br /> 4 DETAIL C p O 0 O <br /> '— - CABLE ANDTENSLON � k <br /> TIE DOWN. <br /> i TREATMENT SLAB COVER AND APRON <br /> COVEII . TO DE EQUAL TO OR GREATER SECONDARY CONFINEMENTOil <br /> ,A • ' �` <br /> EIVp CAP -40THAN 40 iM1L_ POILYPROPYLENE LITTER- 041L. POLYPRO►YLEN£ LINEA •OR EQUIVALENT 16 OCTOBER TO APRIL, THE TREATMENT PAD WILL BE COVERED r'� �>Aa. <br /> r <br /> r AR4lv�G� ' // •• F— WALL UNDER G' PAD -V O or�n <br /> r 9 / WITH A WATERPROOF MATERIAL HELD INP ACE WITH USED TIRES. <br /> TYPICAL DETAIL ? ASPHALT APRON ' SOIL WILL BE PLACED FOR TREATMENT AS SHOWN ABOVE. r� W <br /> /� SECTION A-A �j <br /> DRAINAGE DITCH' - No. <br /> MONITORING WELL CONSTRUCTION DEAR PIAN- <br /> TYPE AN <br /> C <br /> OF <br /> 1107 KENNEDY PLACE SUITE 7 DESIGNED BY: TERRA GENESIS INC SHEET OF <br /> M m o l d e n h a u e r DAVIS, CALIFORNIA 95616 L.A.M. <br /> DRAWN BY: ---_..- _._ ...- _. --- 2 2 <br /> (916) 756-225p (915} 92D-3518 D.J.R. <br /> e engineering - - -- CHECKED BY' MA TECA SITE <br /> ENGINEERING CONSULTANTS PROJECT PLANNERS DATE 3-24-88 <br /> company ENVIRONMENTAL REPORTS LAND SURVEYORS SCALE: N.T.S. <br /> SAN JOAQUIN COUNTY PROS . <br /> NO . <br />