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6" THICK AGGREGATE BASE <br />GEOTEXTILE FABRIC <br />EARTHFILL <br />PIPE ZONE BACKFLIL <br />FLARED END ON EACH <br />CULVERT OUTLET <br />5' <br />GEOTEXTILE SEPARATOR <br />ROCK SLOPE PROTECTION <br />D50 = 4", 9" THICK <br />OUTLET IE=107' <br />PIP BEDDING <br />PREPARED NATIVE SOIL <br />OR EARTHFILL <br />CHECK DAM TO SPAN FULL <br />WIDTH OF DITCH 2' MIN <br />ROCK SLOPE PROTECTION <br />D50=4" i <br />EARTHFILL <br />PIPE ZONE BACKFILL <br />PIPE BEDDING LAYER <br />�U� 1' MIN kI_1 <br />VARIES-..� <br />- <br />�I I I"=1 i 1=i i 1=i i r=1 I I� �I I I� I i l-1 I I-1 11= I-1 I I-1 I I-1 I I—I 11=1 11=1 11-1 11-1 I I-1 I I- <br />1=1 I I-1 I I—I 11=1 11=1 I �I I I-1 11=1 11=1 1 1- -11 I-1 11=1 I I-1 I I-1 11=1 I I-1 I I-1 11=1 I I-1 <br />1 I ME II—III—: I f—il l 11=! 1 �I 1 I-1 I r 1-1 I I-1 11—III—I 11—III—I 11—i i I-1 I I-1 I r <br />—III TT 1 I I-1 11=1 I El I 11=1 I I I=- I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 <br />1E1 I 11 111111 r=E11 =�-11 ,�1-111Ill1II_—II[--Bi1 I ll IIIIIIIIIIIIIIIillllllllllllllll <br />CHECK DAM <br />SECTION AC <br />1" = 2' 0 <br />CULVERT <br />SECTION <br />1"=3' <br />18"0 HDPE PIPE <br />90' HDPE ELBOW <br />ROCK SLOPE PROTECTION <br />D50=4", 9" THICK <br />PLACE GEOTEXTILE <br />SEPARATOR UNDER ROCK <br />F);- <br />3+' <br />CV <br />5' <br />PLACE ROCK SLOPE PROTECTION ALONG <br />WIDTH OF CHANNEL D50 = 4", 9" THICK <br />GEOTEXTILE SEPARATOR <br />24"0 HDPE CULVERTS <br />(3 CULVERTS SPACED 36" APART OC) <br />EACH WITH FLARED END INLETS <br />INLET IE=107.5' <br />WESTERN DRAINAGE <br />CHANNEL FLOWLINE <br />3' <br />2 <br />- 0.5� <br />CHANNEL BASE HINGE - <br />CHANNEL CREST HINGE <br />CULVERT OUTLET <br />DETAIL 9 <br />1" = 4' CO2C18 <br />PIPE BACKFILL <br />L <br />Z SECTION rAD <br />Q <br />UCl <br />0 03/06/17 ISSUED FOR CONSTRUCTION JM JVR BMY/JVR BMY <br />DATE OF ISSUE: 03/06/2017 <br />DESIGNED BY: JVR <br />Z DRAWN BY: JM <br />CHECKED BY: BMY/JVR <br />REV. N0, DATE DESCRIPTION DRAWN BY DESIGNED BY CHECKED BY APPROVED BY APPROVED BY: BMY <br />This drawing has not been published but rather has been prepared by Geo -Logic Associates, Inc. for use by the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo-Looic Associates. Inc. shall not be liable for the use of this drawino on anv other facility or for anv other purpose. <br />* No. C 38976 <br />Ex. <br />WESTERN <br />_17 <br />F �F CA`�FO <br />FLARED END <br />OUTLET <br />BOLLARDS <br />SEE DETAIL 11 <br />2" MIN <br />I L' <br />CLASS 2 AG BASE, - <br />5 FT ALL AROUND <br />2" MIN CLEAR <br />IN ENCLOSURE <br />1" MONITORING WELL PLUG - <br />PLACE SANDPACK <br />TO WITHIN 6" OF <br />TOP OF CASING <br />3 FT F- 4" <br />- 1 FT <br />2 FT <br />MONITORING WELL PLUG <br />/ WELL ENCLOSURE WITH <br />LOCKABLE COVER, CENTERED ON BOTH PIPES <br />4" /-j" WEEP HOLE <br />1/2"x4" GALV CARRIAGE BOLT IN WET CONCRETE <br />HEAD FLUSH W/ CONCRETE <br />CONCRETE PAD <br />INSCRIBE WELL NO. AND DATE IN WET CONCRETE <br />CRETE DOBIES AT EACH CORNER <br />NEAT CEMENT (TYP) <br />POURED IN TWO LIFTS <br />MAX 100 FT LIFT <br />2 " SCH 80 PVC WELL CASING <br />1" PVC WELL CASING <br />an BENTONITE <br />2" SPACER (TYP) 40' OC <br />CENTRALIZER (TYP) BOUND TO CASING 20 FT O.C. <br />FOR AIR AND MUD ROTARY RIG INSTALLATION ONLY <br />�—V GROUNDWATER <br />2 X 12 SAND PACK <br />/-0.02" SLOTTED WELL SCREEN (TYP) <br />FT SOLID CASING <br />OTTOM CAP (TYP) <br />MIN. 1" SAND BELOW CASING 3/8" 0 HOLE <br />-� 2" (TYP) <br />10" <br />NOTES: <br />1. INSTALL 2 BOLLARDS REQUEST THE ENGINEER TO STAKE <br />THE LOCATION OF THE BOLLARDS BEFORE INSTALLATION. SEE <br />DETAIL 11 <br />2. PRESENCE OF SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH <br />DEPARTMENT (EHD) IS REQUIRED FOR PLACING MATERIALS <br />WITHIN BOREHOLE, UP TO THE NEAT CEMENT SEAL. <br />Geo-091C <br />�s <br />A S S O C I AT E S <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1530.272.2448 <br />MONITORING WELL <br />DETAIL 10 <br />1" = 8' C <br />AREA 513 CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />FINISHED <br />GRADE <br />5' <br />.a <br />FILL PIPE WITH <br />CONCRETE <br />4"0 STEEL PIPE <br />SCH 40 GALVANIZED <br />r- 2" <br />STEEL POST BOLLARD <br />DETAIL 11 <br />1" = 1' C18C18 <br />DETAILS <br />3" <br />CONCRETE <br />DRAWING NO. <br />C18 <br />PROJECT NO, <br />201&A1 <br />ISSUED FOR CONSTRUCTION <br />I-, <br />N <br />co <br />} <br />x <br />0 <br />o' <br />> <br />Ld <br />F_ <br />a <br />a <br />o <br />wo <br />Z <br />w <br />O <br />:DQD <br />CY U_ <br />> <br />of 0 <br />X0 <br />0 o <br />za_0 <br />F_ <br />U <br />Q = <br />W <br />W <br />H <br />LL_ <br />0 <br />� <br />� <br />/ <br />W <br />1 <br />F <br />LL_ <br />L <br />F_ <br />LL <br />L0 <br />F_ <br />LL_ <br />L <br />MONITORING WELL PLUG <br />/ WELL ENCLOSURE WITH <br />LOCKABLE COVER, CENTERED ON BOTH PIPES <br />4" /-j" WEEP HOLE <br />1/2"x4" GALV CARRIAGE BOLT IN WET CONCRETE <br />HEAD FLUSH W/ CONCRETE <br />CONCRETE PAD <br />INSCRIBE WELL NO. AND DATE IN WET CONCRETE <br />CRETE DOBIES AT EACH CORNER <br />NEAT CEMENT (TYP) <br />POURED IN TWO LIFTS <br />MAX 100 FT LIFT <br />2 " SCH 80 PVC WELL CASING <br />1" PVC WELL CASING <br />an BENTONITE <br />2" SPACER (TYP) 40' OC <br />CENTRALIZER (TYP) BOUND TO CASING 20 FT O.C. <br />FOR AIR AND MUD ROTARY RIG INSTALLATION ONLY <br />�—V GROUNDWATER <br />2 X 12 SAND PACK <br />/-0.02" SLOTTED WELL SCREEN (TYP) <br />FT SOLID CASING <br />OTTOM CAP (TYP) <br />MIN. 1" SAND BELOW CASING 3/8" 0 HOLE <br />-� 2" (TYP) <br />10" <br />NOTES: <br />1. INSTALL 2 BOLLARDS REQUEST THE ENGINEER TO STAKE <br />THE LOCATION OF THE BOLLARDS BEFORE INSTALLATION. SEE <br />DETAIL 11 <br />2. PRESENCE OF SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH <br />DEPARTMENT (EHD) IS REQUIRED FOR PLACING MATERIALS <br />WITHIN BOREHOLE, UP TO THE NEAT CEMENT SEAL. <br />Geo-091C <br />�s <br />A S S O C I AT E S <br />143E Spring Hill Dr, Grass Valley, California 95945 <br />geo-logic.com 1530.272.2448 <br />MONITORING WELL <br />DETAIL 10 <br />1" = 8' C <br />AREA 513 CONSTRUCTION <br />NORTH COUNTY SANITARY LANDFILL <br />COUNTY OF SAN JOAQUIN DEPT OF PUBLIC WORKS <br />FINISHED <br />GRADE <br />5' <br />.a <br />FILL PIPE WITH <br />CONCRETE <br />4"0 STEEL PIPE <br />SCH 40 GALVANIZED <br />r- 2" <br />STEEL POST BOLLARD <br />DETAIL 11 <br />1" = 1' C18C18 <br />DETAILS <br />3" <br />CONCRETE <br />DRAWING NO. <br />C18 <br />PROJECT NO, <br />201&A1 <br />ISSUED FOR CONSTRUCTION <br />