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4" CONCRETE SLAB IN 2' CHAMFER LANDSCAPE AREA REINFORCED CORNERS (TYP) Documents prepared by Core FES W/ WELDED WIRE FABRIC WWF States Engineering are of ct used only for the specific project and 6" x 6" W1.4 x W1.4 (WWF) a specific use for which they are CORE STATES O � intended. Any extension of use to other projects, by owner or any 34319 0 other party, without the expressed, SLOPE 02 written consent of Core States I PP2 Engineering is done at the user's own risk. If used in a way other 1700 Industrial Drive,suite B G R O U P �qT F�HANIC�O MW than that specifically intended, user Rogers,AR 72756 OFCA ° TYPE 40 BC FIRE EXTINGUISHER TO will hold Core States Engineering Phone(479)986-4400 /Y NOTE: / \ BE INSTALLED AT TANK STORAGEharmless from all claims and losses. FAX(479)986-4401 DIMENSIONS ARE TO AREA PER LOCAL JURISDICTION BE USED FOR A MINIMUM AREA OF COVERAGE OVER BIO-DIESEL IN FROM NEW TANKS. CONCRETE 20,000 GAL TANK OVER TANKS IS TO MULTI PORT MANHOLE FOR BE 4" THICK REINFORCED FILL/VAPOR (SEE DETAIL CONCRETE SLAB 03/PP3) = = REINFORCED WITH #4 / BARS 12" O.C.E.W. / �o-DIESELT K 3 / VENT STACK W/SUMP TYP (1) o O O CHASE FROM / SEE DETAIL 01/PP1.1 DESEL T K s� NOTE: ADDITIONAL KA KA REINFORCING AT EACH MANHOLE, #4 Y Z MANHOLE FOR CHASE PIPE FROM BARS 6'-0" LONG Q Q Q EXISTING DIESEL TANK 8" O.C.E.W. '`�� E` '`�� ' TANK LEVEL SENSOR (TYP (1) BIO-DIESEL OUT TO ° co Y 00 _J TANK) SEE DETAIL 02/PP4 EXISTING TRUCK DIESEL i �� STP FOR VACUUM LINE 6'-0" MIN. IN ALL I Z I w � DIRECTIONS J 3W J DI FROM EXISTING i� Q cn �� °� DIESEL TANK FARM p FROM CENTER OF _J o ° L MANHOLE. TIE J TO SLAB < m MANHOLE AT REINFORCING. BIO–DIESEL DISCHARGE MANWAY �3 (SEE DETAIL 01/PP3) 3 ° ° 3 NOTE: ADDITIONAL REINFORCEMENT AT EACH— ADDITIONAL ACH ADDITIONAL 01 01 18" MANHOLE #4 BAR 4'-0" LONG ° D REINFORCING AT PP2 PP2 8" 0.C.E.W. ° EACH 18"4 MANHOLE, #4 BIO-DIESEL SHED ° BARS 4'-0" LONG 8" O.C.E.W. 18"4 MANHOLE FOR 3/8)) = 1 —0 44'D1TIONAL MANHOLEEI#4OBARM6'N 0 'A LONG ° � TIE TO SLAB INTERSTITIAL TANK REINFORCING. MONITORS 8" O.C.E.W. 6'-0" MIN ALL DIRECTIONS Gr FROM CENTER OF MANHOLE T7 4p (TYP (1) TANK) ° (SEE DETAIL 04/PP4) NOTE: UNLESS OTHERWISE NOTED ON THESE PLANS OR EXPRESSED BY A ° 1141 \ / PILOT REPRESENTATIVE, ALL DEADMEN ARE TO BE SUPPLIED BY PILOT ° WITH TANKS. OPW 6110-48WT, 48"4 LOMW LEGEND STEEL BOLT–DOWN MANHOLE IS INTERSTITIAL SENSOR COVER ASSEMBLY WITH ° SLOPE #6 REBAR ANCHOR z » 10 3/4 SKIRT. ° of ~ L TANK LEVEL SENSOR HOLDER a 3 ° F FILL (2) #6 REBAR ° �O2 - a ° laSLOPE CONCRETE AWAY FROM ALL3 -010'-4" 3'-O" V VAPOR RECOVERY O ° MANHOLE COVERS TO AVOID ° ° _=e-_=JI a a W o ACCUMULATION OF WATER ° 10 B10–DIESEL TANK MW MONITORING WELL 4 ' p Q 16'-4" S SPARE ° a ° ° a) O Q0 OVERALL TANK FARM 2" 4" 6" 6" #6 REBAR Z I�I 4S 4" SPARE SPAN Q I I I DCH O-DIESEL DISCHARGE ►� 4" CONCRETE APRON REINFORCEMENT ° J U w BILO V-6" 7 1/2" 1/2" (#4) REBAR © 12" ON CE ° ° Z z O� TANK FARM PLAN SINGLE - 10' DIA, BOTH WAYS, BOTTOM ONLY O ° Q Z 3/16)$ = 1 P—O" NOTE: DEADMEN MUST BE AT LEAST THE SAME LENGTH AS THE TANK. Q W LJ z A DEADMAN AND ANCHOR DETAIL ~ J o U IZ ° 0Z Q Q PP2 1 = 1 —0 OUTLINE OF CONCRETE APRON ° Q � W� U B CONCRETE TANK APRON REBAR DETAILS _ ^ �P2 1/4" = V-0" cc W Z Oz O 0 8" REINFORCED CONCRETE Z Z IN PAVED AREA OPW MANHOLE COVER O 18"0 SECURITY MANHOLE OPW MANHOLE COVER FOR MONITORING WELL. SLOPE 4" REINFORCED CONCRETE OPW-6571 EVR–B164042SCO52P MULTI PORT MANHOLE CONCRETE TO DRAIN AWAYSLOPE TO DRAIN AWAY FROM OPW–MPWS33 WATER SHROUD IN LANDSCAPE AREA 1" IN 24" (TYP (1) PLACE) MANHOLE (TYP 1 " IN 24") 8" REINFORCED CONC. LL_ (SEE DETAIL 3/PP4) OPW MANHOLE COVER 18"0 MANHOLE FOR INTERSTITIAL IN PAVED AREA 3 TANK MONITOR 3 4" REINFORCED CONC. 180 MANHOLE FOR OBSERVATION WELL IS DCH L F V IN LANDSCAPE AREA / 7 \ =1 1=1 III=FTI=1 II=1TF-I I u=FTi=FTi- --1I=1Ti=1 F I 1=1Ti=1I=' -F F-FTF- F=FTF=FTF=F =FTF-FTF-F F-F F-F F-_ 00 -III III-III FII ' "III FFF-FFF FIF=' II FFF FFF-FFF III FFF III-li � III FII=FII-I� � � I FII-III IIF= I I I I I I I-FTi-I I FFF FFF FFF-FIF-I FFF-FTi-FTi FFF FFF=FFF-' II FII F�1=1I�-I _ F IFF Fu=FTi-li III-FTi-I I - I FII-FII=ITi I I FIF-FTF=FIF_ __ __ FFF FFF FTi-I i' -Ill illlllilll - = Illilllll lll- LL BACKFILL MATERM'E 2" LCX COAXIAL FIBERGLASS VENT PIPING — _ SLOPE MINIMUM 1/8" PER FOOT TO TOP OF 1 2 3 4 5 6 7 8 9 10 12 3 14 15 16 17 19 20 = TANK (1/4" PREFERRED) WITH A MINIMUM \ - p� D� {GI 18 _ BURY DEPTH ALLOWING 8 OF BACK FILL SANK #6 20,000 GAL. _ I II D�I{4 = BETWEEN PIPING AND PAVING Q BIO–DIESEL \ _ _ _ SLOPE SIDE OF m II0 EXCAVATION AS REQUIRED II BRINE FILLED INTERSTITIAL _ 20,000 = BY SOIL CONDITIONS Z I 2" LCX COAXIAL FIBERGLASS - GALLON AND OSHA STANDARDS SLOPE SIDE OF = // BIO–DIESEL PIPE W/ SECONDARY = BIO–DIESEL = o J EXCAVATION AS REQUIRED CONTAINMENT TO INJECTION SUMP = 4" ALUMINUM DROP TUBE SEE v FILL/VENT DETAIL (TYP) BY SOIL CONDITIONS \ _ o m AND OSHA STANDARDS CONCRETE DEADMAN SUPPLIED WITH M o a TANK BY OWNER, INSTALLED BY CONTRACTOR N N LLL . LLL LLI L L L L L = rn O IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII 01 AN SUOPPLED BY PNCRETE ILOT, 1,-42"(TYP) GENERAL NOTES o SEE DETAIL CAPACITY : 20,000 GALLONSQ o N SLOPE BOTTOM OF EXCAVATION 12" TO o I 4'-11" TYPE : DOUBLE WALL, UNDERGROUND BRINE FILLED I LOW POINT AT MONITORING WELL PIPE. I 5'-11" 5'-6" 2 6'-8" 5'-6" 5'-6" MATERIAL FIBERGLASS WELLS ARE AT LOW POINT OF EXCAVATION NOTE: STRAP LOCA IONS TANKS SHOWN ARE ATA BURIAL DEPTH EXTERIOR FIBERGLASS (TYP (1) PLACE) OF 5'-4". DEPTH OF TANKS VARY FROM 37'-82[ © FICOPYRIGHT,TRAVEL�PLAZABLIS"EDS CONFID SITE TO SITE. SEE TANK BURIAL DEPTH THIS DRAWINGISTIAL CONFIDENTIAL SCHEDULE (DWG. PPI A) FOR PROPER NO USE OR DISCLOSURE OF THIS DRAWING IS PERMITTED, EXCEPT AS EXPRESSLY BURIAL DEPTH AUTHORIZED BY FLYING J TRAVEL PLAZA 01 CROSS SECTIO THRU TANKS AT FILLS 02 20,000 GALLON BIO-DIESEL TANK SECTION �P2 1 /4" = V-0" PP2 1/4" = V-0" 20,000 GALLON UNDERGROUND FIBERGLASS sFr=Fr: DOUBLE WALL BIO-DIESEL/ B100 TANK 2 15 L