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Sheet Notes 1. - TANK(S): - • ' SHALL BE UNDERWRITERS LABORATORY LISTED (UL1316) AS CALLED FOR ON THE SITE SPECIFIC DRAWING 6. - DROP TUBE CRITICAL DIMENSION: OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL FIBERGLASS REINFORCED PLASTIC (FRP) AS MANUFACTURED BY XERXES CORPORATION. INSTALLATION OF AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. 10. - PREFABRICATED ASSEMBLIES: TANKS AND PIPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7. - TURBINE & FILL SIDE SUMP SENSORS: A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION ASSEMBLY, CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING 13. MALLEABLE IRON FITTINGS: TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO z: - PIPING PENETRATIONS: BE THE REQUIREMENT OF THE CODE. ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL OMR ALL PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER OF THE SUMP, NOT TO EXCEED SUMP IS MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA 1/2" MAXIMUM FROM SPECIFICATIONS AS FOLLOWS: 15' ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION BOTTOM OF SUMP. SENSOR HOLDER PERMANENTLY MOUNTED TO SUMP WALL. PRODUCT PIPING TO 11. - TANK STABILITY: FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP DISPENSERS, PRODUCT PIPING CROSS CONNECTION BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS TANK STABILITY SHALL BE CHECKED AGAINST FLOATATION. DIMENSIONS MATERIAL THREAD PRESSURE RATING SIDE WALLS MUST BE SEALED WITH BULKHEAD FITTINGS IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY ARE DESIGNED TO ENTER THE SAME SIDE OF THE SUMP AS SHOWN. IF PRODUCT PENETRATION ENTERS 12. - RISER GROUNDING: M.I. FITTINGS TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS ON 80TH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP WILL BE ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. (TEES, ELBOWS) APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT. THE OWNER'S ENGINEER MUST REQUIRED TO BE INSTALLED. CLASS 150/PN 20 ASME 816.3 ASTM A-197 ASME B.1 20.1 ASME 816.3 NOB ILL SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST BEFORE CONTRACTOR WILL BE PAID. 8• - MANHOLE CROWNS: 13 O DENOTES: LISTED ON SHEET TK8-1 M.I. UNIONS - FOODS 3• - PIPING TESTING: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE - CLASS 150/PN 20 ASME B16.39 ASTM A-197 ASME 8.1 20.1 ASME 816.3 NOT USED TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. STEEL PIPE NIPPLES 4. - SIPHON PIPING: CLASS 150/PN 20 ASTM A733 ASTM A-53 ASME B.1 20.1 ASME 816.3 NOT USED. 9. - METHANOL/ETHANOL COMPATIBILITY: (F OR E) 5. - FILL AND VAPOR CAP HEIGHT TO GRADE: FOR ALL METHANOL/ETHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS STEEL PIPE - Q THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. CONTRACTOR WILL BE REQUIRED TO REINSTALL SHALL BE METHANOL/ETHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE. CLASS 150/PN 20 N/A ASTM A-53 ASME 6.1 20.1 ASME 816.3 ® $ AT OWN EXPENSE OR WILL BE BACK CHARGED FOR EXPENSE TO CORRECT INCONSISTENCIES. SCHEDULE 40 (F OR E) �m 500 WEST CAPITOL AVENUE D a D a > Q D a D a D a ti WEST SACRAMENTO, CA 95605 20 , 000 GALLON - REGULAR UNLEADED 7" CONCRETE SLAB AT P.O. BOX 15618 SACRAMENTO, CA - - 6 r - - 1 87.6 LB/CF 95852 22 3" OVER 2" DOUBLE WALL REVISIONS VENT LINE TO RISERSW 2 i (VACUUM MONITORED) N /0 TK3-1 o � ___�• '� tet'-.'."._-_.`v'4Ldo 22 3" OVER 2" DOUBLE WALL 89 ACCESS MANHOLE 4' DIA. I 19 �1 PRODUCT LINE TO DISPENSERS a N I SUMP (VACUUM MONITORED) I I rl4' MIN. BURY DEPT. NK 0.33' DIA. DUAL FLOAT HYDROSTATIC I 4 1.5' GRAVEL COLUMN MONITORING SENSOR I 8,3000 LBS SUMP MONITORING LIQUID I 6 I G H A U 3SUMP MONITORING LIQUID SENSOR (SEE NOTE #7) 34 33 TANK LEVEL GAUGE 4 I I 5 1 X 1.5' X 38.67' P s� A SENSOR (SEE NOTE #7) A I DEADMAN H - 22 4" OVER 3" DOUBLE WALL - - - VAPOR LINE TO DISPENSERS 12" -- (VACUUM MONITORED) o = 13'-4' 2 1 2 3 4 6 8 9� 10 1 1 12 13 14 15 16 17 18 19 20 �GC�7NG ENG1N�� BUOYANCY CALCULATION, 20,000 GAL. TANK CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: Underground Tank Plan VieW "XERXES CORPORATION" TANK WITH SPHERICAL ENDS, "LAND PLANNING AND DESIGN SPECIALISTS" 18215 72ND AVENUE SOUTH ('10' NOMINAL) KENT, WASHINGTON 98032 TANK ENGTI-I: 37' 8-3/4" TAN DIAMETER i0'-4" (425) 251 -6222 --� SCALE: 1/:2" = 1'-0" - - - - - TRY .58'-8" DEADMAN, EACH SIDE, 18' WIDE X 12" HIGH 18" E.MPTf TANK UPLIFT = 19,703 GAL = 2634 CU FT rq SHEET TITLE A.C. PAVING ( (TYP.) TANK SLAB 1 I 39 ACCESS MANHOLE A.C. PAVING 7.48 GAL./CF 1-1/2" MIN. CROWNTK6-1 2634 CU FT X 62.4 LBS CF = 164,362 LBS (DISPLACED WATER (TYP. ALL OPENINGS) TK3-2 I ) SEE NOTE 8 TANK SUMP UPLIFT = 2) X 3.14 X 2'2X 4' = 100.5 CU FT a ° . ° 10 .5 CF X 2.4 U FT = 6271 LBS (DISPLACED WATER) ° 0 6 LBS/CU ( � 20, 000 GALLON � DOUBLE WALL TOTAL TANK UPLIFT = 164,362 LBS + 6,271 LBS = 170.633 LOS } 3" PEA GRAVEL MIN. _ \ a FIBERGLASS TAN I i 3" PEA GRAVEL MIN. 3/4" COND, LOOP TO = HOLD DOWN CALCULATION oTANK SLAB: .58' X 13.33' X 41.5' = 321 CU FT yy' TK3-1 I SUMP \ } O321 CU FT X 87.6 LOS CU FT = 28.120 LBS INSTALL DETAILS of W \ I 4" SCH 40 PVC OR Y 0i m a20CUBED BACKFILL ABOVE TANK: 4" BLACK STEEL RISER FRP RISER TO GRADE z W 4' X 10.33' X 37.73' = 1,559 CU FT - 100.5 CU FT = 1458.5 CU FT (SEE NOTE #12) I DUAL FLOAT HYDROSTATIC N 1458.5 CU FT X 57.6 LBS/ CU FT = 84.010 LBS MONITORING SENSOR 30 CURVED BACKFILL ABOVE TANK: 13 EXTRACTOR FITTING 3.14 X 5.17'2X 37.73' = 3,166.6 CU FT BCE #12004 WITH BAL FLOAT VALVE HYDROSTATIC 10.33' X 10.33' X 37.73' = 4026.1 CU FT RESERVOIR 4026.1 CU FT - 3,166.6 CU FT = 859.5 CU FT_ -------- ----- -- - 14 SET ® 98q CAPACITY ----- 1 - --- - -- - --- 2 - 429.8 CU FT 429.8 CU FT X 57.6 LBS/ CU FT = 24.756 LBS + PROJECT NAME SUMP LIQUID MONITORING ll IN ® GRAVEL COLUMN ABOVE DEADMEN: L 1.5X14.5' X38.67' X2 = 1,682 CU FT1,682 CU FT X 57.6 RALEY'S SUMP MONITOR LIQUID 14 SET @ 98% CAPACITY n / ( # ) 34 13 WITH ABA�RFLOATVALVE SENSOR SEE NOTE 7 � I SEE NOTE #1 -�34 -L - 5C CONCRETE DFADMEN: LBS/ CU F7 = 96.883 LBS & NOTE #11 SENSOR (SEE NOTE #7) STRAIGHT DROP TUBE 12 1' X 1.5' X 38.67' = 58.00 CU FT #356 I TANK LEVEL GAUGE w 58.00 CU FT X 87.6 LBS/ CU FT X (2) = 10.162 LBS ALARM AT I I 33 CAPACITY 90% M © DRY WEIGHT TO TANK: 8,300 LBS II TOTAL HOLD DOWN: 252.231 LBS INDICATES ANCHOR I I i i I a STRAP LOCATION. I I I TOTAL HOLD DOWN: 252.231 LBS = 1,48 SAFETY FACTOR (WHEN REQUIRED) I I I I I BACKFILL WITH PEAGRAVEL TOTAL TANK UPLIFT: 170,633 LBS OR CRUSHED ROCK AS 3 I I I I I PER TANK MANUFACTURER Ni ii SPECIFICATIONS. (TYP.) BUOYANCY CALC . 20 , 000 GAL. TANK FRONTAGE MORA ALANAD & II II W r-4 LUY SCALE: NOT TO SCALE STOCKTON, CALIFORNIA �z PROJECT NO. 2.3208.000 45�MAX. a N\ 11., DRAWN BY (2) 12"X12"x11GA STEEL STRIKER z %� •, _� PLATES (BY TANK MANE) (4) 12"X12"x11GA STEEL STRIKER o SCALE PLATES TYP. UNDER OPENINGS W/ `. .a;;.al °a ° o o AS SHOWN TRAPPER SCREEN MANWAYS (BY TANK MANE.) pp.: (TYP.) TAINK SHALL BE SET LEVEL OR SLOPEDm `i T i i� MAX. TO ANNULAR SPACE SENSOR. y ;�y Tey yut e C t om/E, ti. i QR -.4 DATE END OF TANK :� H 23 JUNE 2005 END OF TANK v 9 $ , 2' MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2'-0" MIN. EXCAVATION EXCAVATION 6/30i($l '�Q PAGE NO. ONLY ONLY A Undlerground Tank Section Detail 22 , 000 Gallon , ,�// `'v" SCALE: 1/2" = 1'-0" TK2 1 SHEET OF