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INSTALL_1996 PLAN
Environmental Health - Public
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2300 - Underground Storage Tank Program
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PR0231477
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INSTALL_1996 PLAN
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Last modified
8/8/2022 3:21:35 PM
Creation date
11/7/2018 4:54:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1996 PLAN
RECORD_ID
PR0231477
PE
2361
FACILITY_ID
FA0003753
FACILITY_NAME
RIPON SHELL*
STREET_NUMBER
341
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26114007
CURRENT_STATUS
01
SITE_LOCATION
341 E MAIN ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MAIN\341\PR0231477\INSTALL PLAN 1996.PDF
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EHD - Public
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-- L �.� _ . _.. . ..... .... <br /> I � 2. 3 4 S I 6 ! 7 I 8 , O , 10 ! 11 , 12 131 in , 15 I 7t3 17 tU <br /> i <br /> \ I <br /> LJ CONC. SI AB <br /> — — <br /> L(Y EDGE OF BOX (TYP) 72" 4 REBAR MAT - -E 1 r' _- -T-f+l ._'F-I <br /> J n� v Y 2,-0., N <br /> - , a SIMILAR ALL ACCESS <br /> r wo V p i i,: nI >leaKL1 1/2" MANWAYS <br /> nnF WnII pi <br /> IN UNSIADLE /SL rJnluuAJ bull <br /> SOIL L- <br /> n PUMP RISER ACCESS In 3 _ SLOPF DOWN 3' <br /> SIMILAR ALL TANKS <br /> )_ MIN <br /> _ _ _ --- 3 PIECES (It FABRIC - <br /> 10" BORING SI LEVE - - <br /> 2,-0"t EACH PIECE 65LONG <br /> K <br /> - REBAR MAT DETAIL r MIN <br /> Y _ I <br /> E3 <br /> 1- <br /> L - 8" CONC SLAB <br /> 2,-0" OVERLAP- - <br /> 11 <br /> TD ALL EDGES <br /> N4 BARS ® 18" OC <br /> i BOTH WAYS 2 P1rc6s or rnnlric -- _ <br /> i24 GA GS KEYED JOINT W/ <br /> —64 <br /> ADDITIONAL FULL LENGTH REMOVABLE CAP, FILL VOID <br /> BAR TO COMPENSATE FOR W/MULTI COMPONENT <br /> POLY-INTERRUPTED BAR URETHANE SEALANT <br /> (TYPICAL) ---- CI <br /> - 5011_ PINS - -� <br /> CONCRC TE TANK SLAB <br /> CONTRACTIC N JOINT <br /> DC-TAIL <br /> 2' MIN LAP (TSP) <br /> - ECLoN3-f3 _ <br /> - - - FILTER FAHRIC DETAIL_ <br /> CDINT API PROOU(:T _._.....+.."`... <br /> CODE coon 04 LIO " <br /> & 2" ONTO SUI). <br /> ID COLLAR -- _ <br /> 1 <br /> SLAG ACCESS Box P — -- -- - -- --- <br /> O; u _ SHOWN VATHOUT LID— - -- _ .— <br /> 0 <br /> -- - <br /> ( TEXT , -- ------ _ — -- _ <br /> 11 XT SYMBOL COI_gRS SYIADOLS) <br /> SHEI <br /> 1114 E _. _ . .. ..._._._- 36„ ,MAFt=. , DATE- w "aF1E-AEI1ONE3 <br /> L>ffLII DFDG GL S------ ) `�(�2J)1-JF �� WI IIIE ON IJLUIL -�- --- NOECEPRETESTING SS WHEN <br /> WHITE ON RE I) STEEL NPT TING -_ ���� 1�4 33 TWO `AHK YS TEM - C,RLIM <br /> UNLL„DFD GA ,OLINF - �T - - L - -- STEEL LAMP _ .. :. . : . EXCAVATION DETAILS) <br /> _ - - . . . <br /> FGLS SUMP <br /> BAR ,n. _---- � <br /> ,.lit I I PLJ10 DI( '-,I I HI.ACK OIJ YCI..LOW 24" X 30" i� , n � <br /> — -- — <br /> ELIPTICAL ` N2IE M S <br /> VAPr,:r 151 iISTANDARD SUMP LID TO W <br /> �, 1F ON ORANGE MAN WAY r <br /> (�� � � II FRICTION COVER AS SHOWN. <br /> -- -- - -- -- EJ'' � ! RETROFITABLE TO SEALED <br /> OQSI tVALION VA 11 (1) NOW I ' ,, ,' ` . ,, L_ __I I PRESSURE TIGHT LID IF <br /> NECESSARY FOR TEST OR <br /> 01 NO .! A II II ON im I I �� / GROUNDWATER. ^ � <br /> v 7 r `% . J 1212 \ , <br /> _- -_ l stir, /) li l/''�p py q'� 9 <br /> III./, lir (, -.. <�/� I /\\ I �.—_ MIN ,y°" •'d '�� � r��� O'� �-1 V11111V� 'o , '. <br /> W11111 L. 0!J c RI_E-rJ <br /> f ll! I 011 (1/2) � y 26 X 32" ` I- .- _� -- ,/ IF I <br /> HEAIr> G C� _ CLIP iICAI. S1EEL {1 - SEAL f3CNDEU BACKFILL MATERIAL WILL NOT FLOW AND COMPACT UNDER TANKS. <br /> I UI 1: „II (//1) J YI LI 04V ( N I�URPL( LID - I TO STEEL LID SEALED-1-10-REMOVAL MOVn4 PROCEDURE ------ - ------ - ------ <br /> _ I GRAVEL MUST DE WORKED INTO VOIDS BETWEEN :AND UNDER SIDES AND <br /> - - -- --- 1 -- - -- - - -- LOOSEN NUT h WASHER ON ALL TIIRL"AD <br /> [NDS FOR APPROX FIRST 10"-2h" OF FILL ABOVE THE BASF LAYER TO <br /> ..__- I/2" ALL nutEnD - <br /> 1 1` 'ONT SGGES [sOX LID ULACk. 2 LAYEI25 OF 1" STUD. ROTATE PAR 90' & LOWER INSURE: PROPER BEDDING OF THIS CRITICAL AREA. THE GRAVEL MUST 1^ <br /> wELDr_D To <br /> (7) AI)li 1/ FLACK It XI .F G" 111_A(l� '1_' -1-(117 Ox'((lRln 11 1) SUPER RIGID FOAM PADS. SI[-EL LID ENTIRE ASSEMBLY INTO SUMP BE TURNED AT A 45 DEGREE ANGLE AND ROTATED OR WORKED BACK <br /> _....o.. .�..,._._.._....._._- -----. .... . _.__. _ <br /> l'nI LAUI:IJ. W/ DRAIN SLOTS TURN LID EDGEWISE AND REMOVE AND FORTH BETWEEN EACH TANK AND AT 10" INTERVALS AROUND END <br /> IN BOTTOM LAYER- THROUGH EL.IPTICAL OPENING CAPS AND GRAVEL WILL FLOW INTO AND COMPACT IN THESE AREAS. <br /> TANK F-IL eYIDE:N- IFIICA:1-101\ SUMP LID SECTION A-A <br /> ThEC <br /> 1 <br /> _.T_.» -�^ 1' »• ,_,..._...„.�.,.,.,..��.� <br /> 7 10 10 14 15 1fS 17 lt3 <br /> !(�) UIFlI CIL CCUpAHY, AEI. RIGf{TS RE'x[Il1FO 1C2'i. <br /> T 2 3 4 5 6 b 9 it 12 ' <br />
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