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CLOENTo
<br /> <#> NOTES: UST INSTALLATION
<br /> bp
<br /> SLC)PE, CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" FAUN.
<br /> 7 4 k
<br /> FIBER REINFORCEMENT 'TO BE USED. PREMIX UNIFORMLY THROUGHOUT �
<br /> _._ ___ _ .__ ._ CONCRETE,
<br /> r �
<br /> 7=1
<br /> _.�.. REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE. THAN 4" FROM
<br /> _I
<br /> Z RL NFORCE C;ONC;RE»TE SLAB AROUND MANHOLE WITH (4) 4 RE BAR 60 IN
<br /> € CAPACITY GALLON LENGTH. PLACE REBAR 6" FROM SIDES OF BOX.
<br /> SINGLE 1 CONDUIT' TO EACH SUBMERSIBLE PUMP, PROVIDE _
<br /> SEAL. OF F AT
<br /> _....___., SUMP & BUILDING WIRING TROUGH, CONTAINS LINE VOLTAGE WIRING. ALL
<br /> 4T_07•M+ AM•f �.._.._ \ CONDUIT PENETRATIONS MUST BE MADE WITH ROBROY PVC; COATED CONDUIT
<br /> W y-� Lii
<br /> __ -__.___-_ 22"' DIA. MANWAY ONLY.
<br /> 0 _jco c_ rr � _ ONE 1 " HOMERUN CONDUIT FO EACH TANK. _
<br /> I- cr c a. 5. FOR STANDARDAIMONITORING I DEVICES, LOOP CONTAINMENT SUMP
<br /> 42 DIA. Fl[I.- SUMP mm ' La TANK LIFTING LUGS -
<br /> c!? -4EI' DIA. TURBINE' SUMP
<br /> T TYP SENSORS, PL.LD, VAC SENSORS
<br /> TANK GAUGE TCS TANK INTERSTITIAL,
<br /> ERSTITIAL,
<br /> BRINE RESERVOIR-,, c -.1 �, i,. - TANK GAUGE � ) 6 SENSOR LOCATION AND FIOMERUN 1-O BLDG, PROVIDE SEAL.-OFFS IN
<br /> AND INTERSTITIAL. `\w LOCATION BUILDING & PRIOR TO LEAVING HAZARDOUS AREA. ROUTE TO
<br /> LPIJI Ca r1 IN
<br /> MONITOR ��\ � '�
<br /> INTRINSICALLY SAFE TROUGH IN BUILDING" CONDUITS SHALL CONTAIN
<br /> „ f
<br /> -a 0. ONLY LOW VOLTAGE: WIRING FOR SENSORS, ALL. CONDUIT PENETRATIONSARCO
<br /> MUST BE MADE WITH ROBROY PVC COATED CONDUIT ONLY.
<br /> _
<br /> OP WEST COAST RMCIA LLC
<br /> 0 00
<br /> .__ ,
<br /> ..
<br /> USE PEA GRAVEL. CONSISTING OF NATURALLY ROUNDED AGGREGATE, M
<br /> ...... ,( i
<br /> & MAX OF / IN SIZE, FREE OF CLAY SLAG CINDERS, )
<br /> �a
<br /> ANCHOR STRAP 14 •^ _�, � - \ ��w�. \�!�\ 1 � \\� �' C R p_ .. «._.
<br /> y __ m _ 9A ° 9 R DEBRIS. T ALL
<br /> LOCATION (TYP,) ��
<br /> �. __..-.-- WEIGHT
<br /> SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S OWNER'S FIELD
<br /> STRAP CHANNEL .-.- REPRESEN�fATfVE°
<br /> _ .
<br /> THROUGH SUMP TANK
<br /> HA
<br /> ?J w :� ,750 LBS DRY <:8> NOT USED,
<br /> w� Ic 13,350 LBS _.. .
<br /> JLd
<br /> NOT USED.
<br /> TANK PAD MINIMUM 2'-0" OFF' OUTSIDE WALLS OF TANKS, AND MUST
<br /> MDST
<br /> ORPF
<br /> P
<br /> EFCOVER THE FOOTPRINT OF `FIL TANKS, REQUIRED TO PROVIDEIF
<br /> TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK.
<br /> CUT CORNER WHERE MEETING ASPHALT PAVING ONLY, SQUARE CORNERS � �r
<br /> c
<br /> "
<br /> WHERE MEETING CONCRETE,
<br /> I
<br /> I �'ItVG ENG
<br /> . ____._.,....,,.______._.._,.,___,_._,_, REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS 8c NUMBER OF
<br /> __.._. __ ._._ _ _._ _
<br /> PRODUCT UNES (1 OR 2 PER UST SUMP),__.,.,.. . _- _ ._._........_....
<br /> _ __.._......___ 18215 72N
<br /> D AVENUE SOUTH
<br /> TURBINE AND FILL SIDE SUMP CONFIGURAI1ON SHOWN IS TYPICAL, FOR KENT WA 96032
<br /> _. ___... 13 SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK
<br /> _.__.__ __._._.__
<br /> INSTALLATION SITE PLAN & SUMP DETAIL_ DRAWINGS NOTED ABOVE, (425)251___6,222
<br /> \ _._ . __. _ m_.__.... _._ _ _____ ._____..... ___ _. ___ .._ _.__.._-_.__ (425)251--8782 FAX
<br /> 1101, 16 1/2" (-TYP«) TANK ANCHORING OPTIONAL., CONSULT LOCAL REGULATION; VERIFY WITH
<br /> 14 OWNER'S REPRESENTATIVE. CIVIL ENGINEERING, LAND PLANNING,
<br /> SURVEYING, ENVIRONMENTAL_ SERVICES
<br /> _.___.______,..__._.__ / _._.___.---__-___------- _._,__._ __ 1 __.._ - 5'-6" __...._.__----___.___._._._ 6 _1p 1/2 _.__._._... _-.-_.. �� _6 1/4" __________..__..__._-____-- OVERFLOW PROTECTION: UST OVERFLOW COMPLIANCE IS ACHIEVED BY USE OF .... _ .
<br /> ___ __ __ ._.._._.__...._..__.._ OVERFLOW PREVENTION DROP TUBE FLAPPER VALVE SET AT 95 AND ICS IN
<br /> NODAZE REVSION
<br /> ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL,
<br /> E;cRIPrION
<br /> 015 REQUIREMENT S, �� 02/25/16
<br /> OPTIONAL MANUFACTURER
<br /> SUPPLIED 16"'x8"x16" DEADMAN 14 AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT � 90/4f16 AGENCY/OWNER Rrvs
<br /> UNDERGROUND TANK PLAN VIEW„m (TYP. OF 4) AUTOMATIC TANK GAUGE SYSTEM, THE MONITORING SYSTEM PROVIDES AN 3 10/27/16 AGENCY REVS
<br /> » FOR OPW FILLS AUDIBLE AND VISUAL ALARM WHEN THE TANK(S) ARE FILLED TO THE 9C?°� ___ _
<br /> C AI_..F : 1 ' " m- 1 AC,> M.5.3.13 M,5.3.15 M,5,3,13 LEVEL. _ -
<br /> __ _
<br /> NOTE:
<br /> XX INDICATES ITEMS FOUNDON MATERIALS LIST SHEETS M.5.3,01. &MM.5a02
<br /> 41.5",, 7" CONCRETE: SLAB AT Ai
<br /> 74 " THICK dCONCRETE SLAB .,1.
<br /> ._..,_.._..................._...-....».... 9_ _A Q °t __..C.__.. �
<br /> r
<br /> .'" \ � _...._........ �
<br /> 67.6 LB/CF
<br /> 2 03�
<br /> M5.3,"�� 3XlM.
<br /> 53.11TYP __. �
<br /> ASPHALT AND G 6" WIDE _ICR DETECTABLE (T1P.) _
<br /> PROJECT SPECIFICATIONS m3."t3 UNDERGROUND MARKING � 3.5DIA
<br /> TAPE BURIED 64 - 12p BELOW (TYPa 10 11 (TY~.) SUMPS _
<br /> 1
<br /> A.-
<br /> -<
<br /> _- G lTYP.\
<br /> FINISHED GRADE: EMPIRE
<br /> MA NATC 31-143AL
<br /> r mY
<br /> I ry. . �D2 4 MIN.
<br /> 4_ COVER
<br /> w4 4 D-
<br /> _-. r
<br /> _.._
<br /> PrN A
<br /> 3 GRAVEL MIN, TO __ __._ 41.5 GRAVEL,
<br /> o. _ - PEA
<br /> CI
<br /> - `\ _.v,.- "I.,"__.,� . ...v_ _. F'REVLNT I_OAE) TRANSFER 9,7507 I_B COLUMNaB �
<br /> 1" CONT), LOOP TO E,1MP 1 637 _. _,_. 1 B9 <� OHRES M.
<br /> C
<br /> J E3C)X ' TO TOP OF TANK 7 6 `
<br /> 2 INSIDE 3 DOUBLE ._.__..
<br /> 4" FRP RISER TO _ m �r' _. \.67' ?f 1.5' X 56.01' ) I ti
<br /> GRADE
<br /> WALL FRP VACUUM �.. _ 0 cr • .� DE-ADMAN
<br /> CROSSOVER "TO FILL_ � - �_K1 -1" FRF BONDED � "` 6' � W T �
<br /> Sl.1MP FmOR VENT
<br /> MONITORING SENSOR Ow. - ,_...... 6 f _ ' TY( _ ._.. - \..._..,,,
<br /> DUAL FLOAT I"♦YDROSTAT€( _. ^� VAPOR CONTINl10US ✓" 5 -- EN TR FITTING 12
<br /> MONITORING _ _ _---__- ________- ___
<br /> HOME RUN TO -- -°- .. .. \� - , 6
<br /> .._ _.
<br /> :._
<br /> BUILDING 99 .. - - _ I
<br /> 1:�"_.6AF
<br /> _.., €"1YDROSTATIC -_ 1 FRP BONDED 134 - "�, �! ��
<br /> RESERVOIR ENTfY FITTING
<br /> - \ BUOYANCY
<br /> _ SLOPE SIDES Ok= -TANK HOLE OR r ___- 12
<br /> USES H 0 R I N G FOR ALL TANK ......_...;fix. ..»_. -�.--�.�"" .L-w.:_..._.��...�.........._._../ __,.....�._. ...�,,'� �........._ ......... ......_... _--------------------------.......... .......... .. ........ ,
<br /> mow ° �.. -Z .'�-•.•_°m.,. _ CALCULATION EASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> EXCAVATIONS IN ACCORDANCE' WITH �° °--° -- °°�---- ��� - --�-�-� °°" .:':���, -�'�-_�-- �°
<br /> ma 2 r r -, � \�„ _.__._.._._._,._-. - "�` • .,. :.. " �--,..,: ;_ _..-_.___:. ,.._.. "~-- .w.... _. �.«,.._..m ...,. ' WITH SPHERICAL ENDS® 10.5' O.A. DIA. (10' NOMINAL)
<br /> \ _
<br /> STANDARDS - EXCAVATIONS, FINAL �• _ �._�. r _ TANK' LENGTH: 37 .a_-1,/2"! _TANK DIAMETER 10b---6"'
<br /> OSHA 19 6 SUBEDART F OSHA
<br /> RULE.. OCTOBER 19 1969 � � ~�' - \ w TRY 36'--0" DF,ADMAN, EACH SIDE, 16" WIDE. X 6" HIGH
<br /> 7 "..... _,..w ._. _
<br /> .,�_.__,__ �°° _... , ___ ; ____R_.. __ ._ _; _.._____ �.___..i,_ , ._ � _.__ ._,_ ...__ . _ , r,_.___ .,. _.__ ,,_ ,._ _.,.._-. __._ '" EMPTY TANK UPLIFT _._ 20 COO GAL
<br /> _. ...,« !r - T4 CAU FT
<br /> 2Y 6- FVFLOF'MENT INFORMATION
<br /> T; F
<br /> ! 7.48 GAL,./CF ra_ ..
<br /> 2 6T4C FT X 62«4 LBS/CF
<br /> 166,F53 LEIS (DISPLACED
<br /> _ACED WATEfP) ARCO N-n
<br /> TANK ,SUMP .UPLIFT mm (2) X ,3,14 X 1.75'2X 4' = 76.9 CU FT
<br /> 9\EXTRACTOR FhTT1NG I �l ANCHOR STRAP3000 am/pm
<br /> v i LOCATION TYF« / c. CFCF/\ [ ( )
<br /> T6,9 X 62,4 LBS/CU FT 4,799 LBS (DISPLACED WATER
<br /> v r\ { } ✓\ ) mL
<br /> r. CANOPY
<br /> \
<br /> Lr \�
<br /> BACKFILL WITH F F GR " S4,799ma _
<br /> , TOTAL TANK UPLIFT �- 166 B5€1 LBS �- . t_B.5 171 657 LBS
<br /> \ \ 7 P I TANK GAUGE W f r r
<br /> \r\r a n - E:.R TANK MANUFACTURER � / \
<br /> �, ,'- OVERFILL- I ROTEC�L`ION DRO O4 O5 1 �` \ ( D WN T
<br /> I ? FLOAT KIT, OVERFILL �9 �•.- .---._-'A_0L_ jN
<br /> F E.CIFICATION, . (1YP°) - °� 1 15 _.
<br /> \ '
<br /> TUBE AT 95 TYP. _ '( � L
<br /> ( ) ALARM AT 90 CAPACITY \
<br /> r \\/\ (DTANK SLAB: ,56 X 13.5 X 41,5 ; 25,0 ; 1 FT
<br /> ,/, �� C P� T
<br /> 325.0 CU FT X 637.6 LB, /CU ET 26470 LBS
<br /> CUBED BACKFILL ABOVE TANK:
<br /> ✓/ , I ! [ # ��qp app&@N
<br /> /' / ,\, 8 } _ ! q TRV; 6'R 9 w
<br /> \f\ r\ A\;vArv' 4 X 10«5 X 37,�a 1,5 75 CU F T -- 76,9 CU FT �- 1 496,1 CF
<br /> ri/'f�r,r' �) i '! !) ji I!, Fi (i !. r✓\\r\\ Y
<br /> h N'AI�;, i,�
<br /> r,_.7 �.,,1,4963«1 CU FT X 5 ,6 LBS/ CU FT � ,
<br /> E3 �._I,BS
<br /> r= c I!
<br /> j I
<br /> CURVED
<br /> ro •°-
<br /> � /'� 3 CURVED BACKFILL. ABOVE TANK:
<br /> cra \�\ \\ 12"x12"x1 '1 GA STEEL STRIKER PLATES TYP._ __. � - "w... / \/\r 3.14 X .�.25'2X ;37.5" 3,2.45.5 CU h f I
<br /> ��\/,\\r\\ \ ' UNDER ALI- OPENINGS W/O MANWAYS ON 12'"x24"x11 GA S1 EEL. STRYKER F'LA1 ES TYE' ..._._._..__. \\\ \,� 10.5' X 10.5' X 31.5" = 4,134».4 CU FT -_••� - _..___
<br /> t ; \ \ 4"134.4 CU FT 3,245,5 CU E=T B8B:_E3.__C U FMf� r�ESIGNEn �Yo ALtaAN 2&aM:
<br /> r\ r�\rr \ FIBERGLAS: TANK (BY TANK MANE.) UNDER ALL_ OPENINGS W/ MANWAY`S ON \\ \� � 444»5 CU FI"
<br /> �� _ __ .. -
<br /> r
<br /> FIBERGLASS TANK (Bl TANK MANE.) 2 tyre BY. BP REM
<br /> 5 "\ f'\ I
<br /> /,r/ ' :,",•^ w° ,�,",, w.,, "a "° "`�,� :�" ." \\\r\� 444«5 Ct_ FTX `a7.Ci LB`.�`,/` CU FT = 25 603 LBS � __.�?v._.___.
<br /> z�
<br /> 0 0 s \ \\ - r /r! /\ CTR _»�»» __ DRAWN WAIANNCE PM:
<br /> Lb_, cKv/ >r; , ;'° ,^...P,'. :,• '" ""' --- - \\%\\/\ \ AVEL. COLUMN ABOVE DEADMEN: At.
<br /> - r w
<br /> �\!r\r//,/'r✓,�\r\\rr\`\\`�\,r`r;./,'\\'r`\\`\r
<br /> \\,r,r/r!\r\,\\m rr✓\r',.\\\,\,\`,.!r/,/.'\\','\`,\\\rrs,f`\'\\r,\\�,'r✓'`'',',r\\r/�",'\\/\,\'\,✓/,,r\r\\,,'\\\�r,f„,r\�\,\./.r/.✓r r r'%/\\\,,\\fr�r',\,r\r r\\°`"'\\\\\,\\r'rrr rr\,r\\,\,\r/r:::_s,�r`e\\\/r/.r\/\\�\\/,,\\\\\r�",\,„\\\\,,/fr,\r,'\\\/w,/,,.r�\,\,\,\o f,\-\\o,.r,,,r,,\,\`�`/,,\,.\,,\,\'m,,,`\f\\\r4 0,_°,\,,\w\\,,,,"r/,\\,\\/r\r\'\,.w,,`'\\\\,/\,\,�,\\,'\�/,r.4\\\\r/w.\",\\,-�rr,,\
<br /> \\<\\,r./,,,r\\\\\.rsr r,\,�\r,\''°\\o•\\',!/,'\.\,,\,,,,.,'�r'\�\/.e\_',\.\"'\r r,\`rro-f,o�r\,r\\\\'r°\``'\\\r,,/,r''\'`\�\\/',.r�,'r\\//.s%,\�4\\/,;/�\`'\\r',,rr,�°
<br /> \`\rrr,\,\�\,r r\.r\r\\\r\�\\\,/\r\,,\�r r\\r\'\\\wr\\w/\r\\\r\\\i,r\\\r'\\\,�/"\: \r'A`\�,rf,°o\�.\\\•W v,a�\\'"°\4. �\\\\.//,\r
<br /> ,\
<br /> V-12.0
<br /> S
<br /> 2w1.5" X 145 X 36.0' X 2 1,566 CU F1\ \\
<br /> 1,566 CU F1 57.6 L.BS CU FT 9 201 LBS
<br /> 17223 1 -_0MIN, PEA GRAVEL. � 1c \r \ CONCRETE DEADMEDRAWING TLE:1 INSTALLED OVER .61 X 15 X 36.0 36,2CU FT
<br /> COMPACTED SOIL TANK SHALL BE SET DEAD V ., ,
<br /> \ \r\ '\ \ \° r\ ` r\� \\ N "p6A11$
<br /> 1-7
<br /> GALLON
<br /> r 38.2 CU FTX 7°6 LBS/ CJ FF X (2) 642 S.
<br /> \ DOUBLEWALL Fp � «
<br /> r
<br /> DRY WETGFIT OF TANK:/\,\, r r \\`
<br /> p
<br /> \�`\\\\ \\�\\;'�\��\r. ``\�'°,\, ;.� ,/� r.\ \r;r�\\\\/\.,\,\`\�,�`\\✓/��. ,, \, r�,r;,\ r\ o!\\r r�.r\\,/r �'�rrr`\`\''\� �`�\\\<\''rr�\,;\s ' , \��,F%\\ � /A` /,�\�,, e, er\r r,\' /, r<rr,r��`r!r,,rr\\r\r;,,,,�•,r,�,s',r\.'\�\%'`°/.r.\/;r'\,f�'\,\\,,;'�r\"o;r�/,r\i,F\\ �,,/, /r,r \,,.p __.___...___.._.._. ,_._ �...___...._____-__.___ I" LLTIN DETAILS
<br /> NATIVE VIRGIN - \'�\ " TOTAL HOLD DOWN: 242a7....�
<br /> ' MIN. END OF TANK SOIL END OF TANK - "'"
<br /> TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2' MIN, HET N6:
<br /> US
<br /> ........ . . .... _.___ _.__. _._ ___._.._...._ _ _,. .. - _
<br /> TOTAL HOLD DOWN, 242 657 LBS __
<br /> X10 _ __ ___ ______ F_.__ FACTOR
<br /> __ 10 TOTAL TANK UPLIFT: 171,657 LBS -----__ __
<br /> BUOYANCY
<br /> TANK
<br /> A. UNDERGROUND TANK SECTION DETAIL
<br /> M , 5m3m03
<br /> NTS
<br /> " m .SCALE:
<br /> SCALE: '1/2" = 1 '---O"
<br />
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