|
„
<br /> w
<br /> Sheet Note84 _ TI H N H SEALING �.
<br /> TESTING OF T F SECONDARY CONTAINMENT PIPING IS REQU1RLmmEa, THE SEAL., 13. ALL U.G. CONDUIT TO TANKS SHALL B , SCHEDULE 1
<br /> . C� EDL LE 4C). PVC CONDUIT MAY (�� SUBSTITUTED
<br /> a S -,� A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION � r °_ �
<br /> BOOT IN THE, �UMf-� l TO r� INTAI.t�F( WITH THE VALVE 1� R�I (� f��INN. 6��Tf� ASSEMBLY FOR GALVANIZED EXCEPT FINAf.. C TO ANY LOCATION, FVC CONDUIT � ;
<br /> ` � . CERTIFYING THAT - � Ax C DUIT MINIMUM BURY
<br /> TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE F THE SECONDARY ER NG HA THE ASSEMBLY OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING
<br /> DEPTH TH f PER
<br /> D O E F CODE,
<br /> 1. -- SUMP PIPING PENETRATIONS SHALL BE MADE USING BULK HEAD FITTINGS S THE REQUIREMENT OF THE CODE.
<br /> ELECTRICAL- PENETRATIONS SI-'CAL.I. �� MAGE PIPING TO THE ,SUMP MONITOR PRBEW
<br /> ("ENVIRON-), 14, - ALL RI ERS SHALL BER ' N
<br /> COU DED AND BONDED PER DETAII.. #4 ON DWG. TKA--_ a
<br /> WITH APPROPRIATE AIR TIGHT COMPRESSION FITTINGS WITH SEAL-OFFS. D. AL_I_ PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE RENTER OF THE SUMP 9, TANK STABILITY SHALL BEHECK AGAINST T
<br /> LE. ENVIRON , TO ENSURE THE PROFFER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS AND C � ED ACI ST FLOA ATION. »
<br /> RESULTANT WATER TIGHTNESS, ALL PIPING CONDUIT AND CR k3N1S THAT F>ENETRATE 15. T”` FOR A 20,OOO GALLON 1C} DIAMETER TANK, THE ANNULAR
<br /> O '10, NOT USED. SPACE RISER IS LOCATED ON THE FILL SIDE AS SHOWN.
<br /> 2, - THE HEIGHT OF PENETRATIONS INTO SUMP FOR SIPHON PIPING VARY BETWEEN TANKS. THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL, BE HYDROSTATICALLY
<br /> DETAILS Y � Fi NPIPING ILS. .,
<br /> Al 6 7 S ON DWG. TK3-,_2 FOR TANK SIPHON DETAILS. TESTED WITH STANDING WATER FOR A PERIOD OF 2 HOURS T INSURE. THAT THE SUMPS
<br /> ..� SET: IJET LS . 11, FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS � � A,
<br /> ARE WATERTIGHT. THE ARCO FIELD ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK 16" TO CALCULATE TCP OF TTNB` EL..EVATION, START WITH 1 MINIMUM DEPTH OF VAPOR
<br /> " E _ 1, E � WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE SI-1AL1� BE RECOVER LIN AT 1- F '
<br /> INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE. PAID. RETROFITTED TO THE FU INT TH A � E THE FARTHEST DISPENSER AND SLOPE 1/4qR PER FOOT MAXIMUM TO
<br /> rC _ w F ELS O E STOR GE SYSTEM, 1/16 PER FOOT MINIMUM" ADD 12' AT THE: TANK. ADD 13 FOR 3" PIP O " "
<br /> 3. TANKS SHALL E UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ON THE (FOR , E) R (FOR 2
<br /> TANK(S) m -- TBI... ETI T" � ADHERED T NIRA W1 B REQUIRED IRE T » �.� „
<br /> 6. S DIMENSIONIS CR CAL AND MUS BE ACJ. � ED O CONTRACTOR WILL E EQU D O „ � FOR A CHANGE. IN PIPING DIRECTION OTHER THAN 9Q OR 45 e SET TANKS��t�.1 SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND .� � .� S N S 6 DEEPER THAN
<br /> E S L � G 12, AL,I.. MANHOLES ON ...THE TANK ,SLAB SHALL BE INSTALLED WITH A 1 1 BROWN OF N <� ,
<br /> REINSTALL_ AT OWN EXPENSE OR WILL BE BAC CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. / CO CRETE A kl � ,
<br /> � � . HA B m DOUBLE WALL TANKS OF FIBERGLASS REINFORCED PLASTIC FRP AS � ECALCULATED�LATED Aa PRECAUTION, IN NO EVENT SHALL. THE TANK BE BURIED 1...,L�SS THAN. 4 -O
<br /> SHALL E (FRP) _ TO PREVENT WATER INTRUSION INTO THE MANHOLE. SEE SECTION A ON DWG. TK3-6. - , „
<br /> _ _ BELOW FINISH RA - _
<br /> F T NK AN PIPIN SE,E SHEET TK4 2 FOR LIQUID PROBE COUPLING DETAIL. PROBE TO BE MOUNTED AT SIDE OF ELS GRADE OR DEEPER THAN 7 q BELOW FINISHED GRADES SEE MANUFACTURERS
<br /> .� _. MANUFACTURED PJY XERXES CORE ORATION. INSTALI,AFION O A S D C� THE ARCO FIELD. ENGINEER Wfl�k,, BE REQUIRED T SIGN FF N THIS i U ERS ,
<br /> �- Q ED O O O H S TEM ON THF. TANK ., �, „
<br /> TANK WHERE PRODUCT PENETRATION INT F' MA AN BELOW LOWEST PENETRATION INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1 4 P
<br /> SL-1ALk,� BE IN ACCORDANCE WITH SPECIFICATION 136OCk LATEST EDITION AS PROVIDE[) E E DUGO SUM IS DE D .. . E LO E`� INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. � _ /' PER FOOT SHALL..
<br /> 0 �� � BY ARCO PETROLEUM PRODUCTS COMPANY, AND MANUFACTURER'S INSTRUCTIONS, FITTING WITHIN SUMP AREA, BE. REPORTED TO THF' FIELD EaNGINEER,
<br /> TANK LEVEL GAUGELo
<br /> B (IF INSTALLED) B
<br /> til PRODUCT ,r2 ,a TK.; 1 c ,, �
<br /> t� �r� c� m
<br /> ! 16._1/2a _n. 16 1 2" SUMP MONITORING .� `� W I � °
<br /> _ - y _ _. 4 PIPE PLUG O
<br /> 4 �- REF REF . 18 LIQUID PROBE IF GAUGE NOT , ' "
<br /> 1- _. 22 (SEE NOTE 7) INSTALLED) ' C
<br /> (' 2"° F,G. VENT _ I - _ 1 1 I I
<br /> _ __ _ __
<br /> _ � I I�
<br /> ( ? _ ._.� _ _. I ," 16 4"X3" VAPOR RECOVERY ADAPTER «
<br /> I I CAP IN SPILL CONTAINMENT USA
<br /> =L "= 1 NEW 2„, UNCON TANK L.?EVEL. GAUGE I FILL BOX. co
<br /> -
<br /> _ IF INSTALLED)cn SCR°D BLACK STEEL ( )
<br /> i ,._. ._. 2 4 v _ _ 13 O
<br /> . It
<br /> c
<br /> m Axa '
<br /> 0 coC
<br /> __. c as
<br /> 60
<br /> 7 _.. _ ALL MANHOLE ACCESS COVERS
<br /> C 0 1 TO BELOW GRADE SHALL BE
<br /> Uj 1 1 4 FILL ADAPTER C15 .. LIQUID TIGHT AND LOCKABLE
<br /> C75 NEW "' UNION AND CAP IN SPELL
<br /> � � � � SCR°D BLACK STEEL.
<br /> CONTAINMENT FILL BOX
<br /> h- A 2°" V,R, FROM °
<br /> �� .
<br /> CK2 m1
<br /> HEADER rn B _ -_
<br /> 6" ACCESS PORT TK --1
<br /> BULKHEAD : TKS 1
<br /> 0 z FITTING; \._ 2O
<br /> Z 0_ <� LL 21 AQTIVE SIPHON Ir
<br /> SLOPE AS SHOWN ON cd
<br /> 4A'x :��°4" GALV. REDUCING �__m,___—._ �.m
<br /> DETAIL 10 ON DWG, TK3-2 SEE NOTE; #
<br /> TEE W1 4„ GALV. PLUG F3A ��6 � `SST AT 6°° MIN. 14 1
<br /> 12 MAX. - 1 f - 4" PVC THREADED ca
<br /> CABLE C'>Rlr 1 ✓ 4 16" NOT TO SCALE: 18"
<br /> PIPE CAP 40 cd
<br /> 26° ISD. _.__... _ „ MIN. CROW SEE NOTE 6 --
<br /> C�--I1 CGB 293 TYF' ,__.m _ . (1T P, �TYP1/2�1_1_" OPENINGS 2" ,P
<br /> ( TY4 1/�. TO 6 TYP. 12
<br /> A(-
<br /> E NOTE X12 AmC. PAVING cc
<br /> ^
<br /> a w» . w� .
<br /> 44; , , wtl ,.
<br /> ^ ry »
<br /> cd
<br /> a @ ♦ a B ♦. a W w^ V 4. 9 w'°V » A "w � . �...�»�r -......m ..._.. ...... W...... .._.... Ai
<br /> W..�... ,.��a.,�A,.. „—.. e w ...mm ,.... .m ,.,.,». �++.T.....�................m.
<br /> -m W W W _ w W .. P ,,,.....,w_„—; ,.^� �, « e-P"` ;�.� ...ma�" :°�'""" q Q,._._, ..„�,..,... ......,,,. ..._. ,:.,.,m.m .
<br /> _mm a
<br /> a 4 » F » 8 « 9 a P a 4 » 4 » 9 9 . 4 » 4 ^
<br /> ^ » t R � a � B a :,
<br /> w W _..,.., -,.a....m..,.
<br /> w W
<br /> ......_. I , _ .. AA - - _` _ __.
<br /> I 3 MIN. 3/4 CONDUIT �
<br /> cd
<br /> SEAL OFF mm _ ^ _mr __..._
<br /> (SEE NOTE #13)
<br /> 3/4" GOND. mm _ _..
<br /> 02�3 _ SlEAL OFF (TYP.) S GALLON SPILL SLOOP TO SUMP w 3/`4" CONDUIT CONTAINER WITH
<br /> SEE NOTE 13 SEE - SEE
<br /> 3/4 C� J BOX (SEE' NOTE. 13) IN LINT` DRAIN � NOTE 1
<br /> TO TURBINE NOTE A,
<br /> 1 END OF RIGID CONDUIT
<br /> 4 BL.A K STE E
<br /> P SEAL fi
<br /> p y� r ;
<br /> F HON lf•INC NOT SI-1O N _
<br /> RISER T P , . < ,
<br /> E Ty
<br /> p.)
<br /> a_ a
<br /> i E
<br /> ppqq
<br /> "� " FF
<br /> ��'� H I F R 4 AV RISER O
<br /> f PSL T I W R C ITY G I_ . S E
<br /> S V O LA
<br /> E
<br /> M � E 4
<br /> I `�_E N TF ,
<br /> O m~ 1
<br /> 2
<br /> 21 � x L CK STEED J
<br /> r _ o
<br /> P N P
<br /> LA
<br /> ME A RA
<br /> RI D D W P WRAPPED
<br /> I
<br /> CAP
<br /> NOTES ,
<br /> E.E. ES
<br /> c�
<br /> I
<br /> R 5 R PIP AF'
<br /> I
<br /> � E W E
<br /> J O
<br /> /
<br /> B
<br /> e
<br /> 4
<br /> 3 CC N IT
<br /> O U
<br /> C1 A 1
<br /> D
<br /> T GRADE D E C) ,
<br /> 4
<br /> 6 ,
<br /> .. N r 1 ,
<br /> EE� O �
<br /> A» ,. I
<br /> (
<br /> E
<br /> � O
<br /> P N ,.
<br /> SEE NOTE 13"x] _
<br /> 2 VENT V"R, PIPING TANKS IF GAUGING
<br /> Rq�^9 'p �p [ N 2
<br /> ...., _.,................. _. ...... .. ..,.,. _., TURBINE
<br /> p (l 1 p�p�fY9 NT AN pry 1 )p{ �ry^� SUMPS
<br /> [^p A ..:.
<br /> ..-. .,....,..._..«.... ,...,.. ..... ..-..... .. ............. ...«.......,...». �..-._,....,......,.. ,,..,_.,_.....,....,.... ..,.,. ....... _._...,.... _ ... 1� L71 N r..ie i.I V N t5!6 tl � A.+, t..4m �CA� m7�IY1 P"
<br /> �,. H INSTALLED
<br /> 2 NOT IN, ALLE
<br /> (FURNISHED 8 TANK MA FIELD f�pNl� TO
<br /> �W/ PULL STRIN2 BEI_k_ FNP T T K C QLI AFS. SEE DETAI S 1 Ct
<br /> c1 _ A
<br /> � _10 SES NOTE 13 .�-. f
<br /> ADAPTER ER C?N DWG, TK,3-,-1 FOR OURRENT STANDARDS �i 3
<br /> �- I 3 �� 23 14 h
<br /> U. " UMP MONITOR - �-
<br /> I 18co
<br /> �LEIE
<br /> �.
<br /> UID PROBE ~~r,, ,
<br /> I
<br /> a
<br /> OE �
<br /> I BALM; FL AT VALVE
<br /> I . 1 °
<br /> ' -- \
<br /> --- - BACK FILE--�-- \ �\
<br /> NOTE,. FOR SITES WITH I I PEA GRAVELm
<br /> cq MORE THAN 12 FUELING I I CRUSHED ROCK X \ °
<br /> �I I I \
<br /> d ° POSITIONS A SECOND 2 HP I AS PER TANK 0 \
<br /> I PI I
<br /> d ,✓ VARIABLE: SPEED TURBINE � MANFW PE.CS. \ \ cc
<br /> /
<br /> WILL BE INSTALLED IN THE I P I I ( � \
<br /> 1 A / I � SP,) o \
<br /> 1 DAC)QQ GALLON 87 OCTANE I I I I \
<br /> \ \ r
<br /> SEE. NOTE 3
<br /> COMPARTMENT AND I I I I � �
<br /> MANIFOLDED WITH THIS I P I I I I ��
<br /> / TURBINE I III I
<br /> ,� !
<br /> 0 Cc
<br /> Ll C) 0 < c: 0
<br /> 5 7 8 9 1. 0 111 12 1 zt 1 1 � �
<br /> I C I I I I 16 1
<br /> L i I I I I I
<br /> I II I
<br /> 0 0
<br /> z LL
<br /> co
<br /> _ z W
<br /> < o 0
<br /> 0 co
<br /> �Z ,o c:
<br /> II I
<br /> 0
<br /> o e I I I Z 0, 0LAJ
<br /> ANNULAR SPACE III I / J
<br /> TANK LEAK I P I I I
<br /> I
<br /> I
<br /> /�
<br /> � \ \\ DETECTOR
<br /> �,�
<br /> \ \\y (LIQUID _,
<br /> \ OHA
<br /> \ Sti E E NOTE 1 --�-2" BLACK STEEL
<br /> \ I SIPHON PIPE "
<br /> ( 1/4" STEEL PROTECTION
<br /> \ I PLATE- TYP ALL 4? .
<br /> P OPENINGS ON ✓ °
<br /> FIBERGLASS TANK
<br /> CL
<br /> E No
<br /> IWO
<br /> » » "a IN +SPtC " ,
<br /> a 8
<br /> e ,a
<br /> TANK SHALL BE SET DEAD LEVEL ;.m„& �„” PEA GRAVEL/ „I 18215 72ND AVENUE SOUTH
<br /> ^^ » CRUSHED KEN , W HI GTO 9 f�32
<br /> "^ OR SLOPED 1 MAX. TO ANNULAR' SPACE PROBE <*"W ,W. „. ^WWaW ROCK LIED (206) 2�1-6222
<br /> _._
<br /> � ' 2"-Q MIN, TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER END OF TANK - 2`- O" MIN, N.T.S,
<br /> date,N.Tm.S.
<br /> EXCAVATION ONLY
<br /> EXCAVATION
<br /> ONLY PRODUCTS REVOONS
<br /> f sNO. ARCO
<br /> THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL FIBERGLAS ........ ....... .... ..n. ... ____. _..
<br /> TANKS. SEE SITE PIPING PIAN AND MATERIALS LIST ON DRAWING A Eexe. y
<br /> TK4--3 FOR ACTUAL MANUFACTURER'S CHOSEN FOR THIS PROJECT ,T/27 /9',) .7 V,
<br /> PEFUT
<br /> c
<br /> Underground Tank Section
<br /> z A B9) 2186
<br /> NOT TO SCALE: l
<br /> SFE NOTE 3 T. oh"tfie
<br /> AS-OMTTK2-lB
<br /> A Of
<br /> AR924\92321 B.DWO
<br /> File„ 2023 .21 E
<br />
|