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U I W <br /> W <br /> SKIMMING TROUGHS FOR 54a' <br /> 4, <br /> FLOATABLE SOLID RETURN <br /> 2 . <br /> .� 8' 50 <br /> �.------- EXIST. SLOPE <br /> TI51 5s <br /> �_j _._ __ ,� f " �i pp j POND POND <br /> of <br /> PLACE 4 X4 ` -- - <br /> V it <br /> RWD. DEADMAN <br /> 8 MIL. <br /> \Liz SHE T r OLYETHYLENETANK �/© YREDWOOD <br /> 00 <br /> CI._ARiF1ERAERATOR I �;� ; MIN. 18" LAP AT JOINTS- �- -_ -.- - - -- -- BLOWER MOTORS. AND CONTROL PANEL - it <br /> f } TYPICAL SECTION POND AREAS <br /> _ PLACE 4Jb <br /> RWD. D ADMAN ,. <br /> AUK EDGE <br /> / AEXIST. TANK <br /> APARTMENTS <br /> PLAN VIEW ' , <br /> J_- <br /> 5 ,. ALTERN ATE SLQPE PROTECTION <br /> I (TYP ALL BANK SIDES) <br /> 29 <br /> �3 36.8' 7.2' <br /> X X 2 X 44, X - f X -- <br /> PLACE C;GNC. � � - i <br /> W /1 -`� f f I� X <br /> � , , _ ' ,3 � ;n X � 1 TYP. I � <br /> /2 PLACE CONC. GUNITE <br /> -- OVER WIRE i I l ; <br /> 'DEEAll- <br /> PLj <br /> BLOWER MOTORS AND CONTROL PANEL o W <br /> � _. _. o - L_.- PUMP WELL <br /> EXIST. SLOPE' ; <br /> / Q AERATOR CLARIFIER ILq <br /> 00 <br /> 4' 9.8' 7.30' ' <br /> r; -- - —' _—_ 4 J <br /> X a <br /> PROPOSED n- <br /> SLOPE PROTECTION -- _ `, <br /> (TYP. ALI._ SIDES)! � �r� POWER <br /> X i <br /> -- POLE <br /> , ADJUSTABLE _ N X <br /> PUMP TO SETTLING =T <br /> 4 PONDS WEIR - _ . . .. <br /> SCUM BAFFLE <br /> �, PERATING <br /> - WATER LEVEL <br /> AEIRATORS <br /> _y <br /> OUTLETS % �l GREASE TRAP F ss� <br /> [—V PIPE LANE <br /> ti ' 5 DEEP PO D - - <br /> �� o. 2 2-STEP PIUMP_ --- -�� _ _ - --- <br /> 1 <br /> I I X I <br /> DIFFUSERS I D� tiro r s �5 �y X <br /> I �\ 3 CLR. I f i` �` 1 ' OFF BOTTOIuM }� L� r4 �FVcA - - - _ 8 __..._.;__.. �-- <br /> .- 8 I <br /> ` I -__-_._._w___._.. . -----_ Ln 24 <br /> I I m GRAVEL i <br /> r TYP. <br /> 3 CLR: Z = ;� _ _ - DE `LE APARTMENT' <br /> WASTE FEAT � � J PLANT SPE�tF{ CATICNJ � CAP 5, � <br /> DEEP PO D <br /> 5 <br /> -74/ -- - -- - _ <br /> - I , <br /> 3'-0" ITI�I - MODEL # HP' VOLUME 'X2' <br /> - - ._ -- <br /> DIST. <br /> END ELEVATION I`�.�JI RE FNERATri V5C504A-7VI 0, 50 �` I BOX 80 r 8' _----8� x <br /> P, 0 14E R' <br /> SIDE ELEVATION rEE L MO-FO �!ar « ��E� c4eHOEC 15 0.50 II 24 <br /> MY I `�� S'J�3MERSIE3Lr �9t4UNC - I L-- �, <br /> C.4C7 7C} GALS C� 0 ; X ----_ - X -...- — - X — - x --- — X — <br /> EFF ISE I•,',T PUMPS <br /> TO FIELD' 44' <br /> (SAME FOR PRIMARY <br /> AND HACKUP) SITE PLAN <br /> PHASE 1 MOTOR RPM 3450 0.50 <br /> NTS <br /> PI70JEC`f:. SHEET TITLE: SURVEYED BYMERWIN ROSE LIG�ENT SHEET No. <br /> ROSE ' S ENGINEERING - GEOLOGY & SURVEY INC. - <br /> Q�1/I�.. .� APAtTMNT DATE. ---AI�RIL, 1998 DENNIS SMITH <br /> OXIGEST TREATMENT PLANT DRAWN BY: JIIVF - <br /> 9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 DESIGNED BY: BOB LILLY PROJECT No. <br /> (916) 686-5445 SCALE. _ - -_1 "3- --- - 1 475 A <br /> $TCC=�'CTCjI�I,. CA. � � �L �I �A.7 CHECKED BY: BOB - LILLY OF <br />