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<br /> 1 7"CONCRETE SLAB
<br /> AT 87.6 LB/CIF
<br /> 2'-0"
<br /> 2'-0" 3T-5 112" 2-#6 BARS
<br /> EACH SIDE OF
<br /> MANHOLE
<br /> r�3
<br /> 1'= s
<br /> o a r c h it a c u r e
<br /> bti i N engineering
<br /> - -- -- ---- ----- ' ` --- ` ---- --- --- -fA.4 a
<br /> 3.,
<br /> CLEAR 867 Pacific Street, 3401ite 0
<br /> San Luis Obispo,CA
<br /> {• r' MIN. ph 805.540.5240
<br /> SUBMERSIBLE ILLNENT42" T,.p
<br /> PUMPNAPOR 48" DIA�v1ETER SUMP fax 805.540.5241
<br /> DIAMETER SUMP -TYPICAL _ - #4 BARS AT www•LHBassoc.com
<br /> TYPICAL -;,•,_;- ;;.i --`: 16"O.C.
<br /> ir;'�-r,•Ay.1 • EACH WAY
<br /> I FS-4 �� • i;ij, r,-r1e'1 j I � • II _- %� I .__. FESS/
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<br /> 4'DIA. O. Ii 8,000 GgILLON �� 12,000G LLON u0i No.78916 A
<br /> m 20,000 GALLON ;{' PREMIUM SE a .03/18
<br /> SUMPS PPP111DDD
<br /> Z
<br /> UREGULAR NLEADED UNLE ED `�. DIE EL N
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<br /> -- {- --- ----.•---- ----•.--' -.-------------1----------------------------
<br /> --------- --- i -..---_----- .. .. i N qTF OF CAL\FO
<br /> I I II I I
<br /> I
<br /> BRINE-
<br /> CONTROL
<br /> RINE CONTROL JOINT RESERVOIR
<br /> I OBSERVATION WELL BRINE CONSULTANTS
<br /> PER DETAIL 3/FS-5 RESERVOIR -SPACING PER
<br /> SOILS REPORT
<br /> -TYPICAL OF(2)
<br /> -IF REQUIRED BY LOCAL
<br /> JURISDICTION
<br /> I I
<br /> TANK
<br /> 142 GRAVEL
<br /> 11'0# COLUMN
<br /> 6 � ; ^ UNDERGROUND TANK PLAN
<br /> I I
<br /> L SCALE: 1/4"=1'-0"
<br /> .67'x 1.5'x 36' 5
<br /> DEADMAN
<br /> I I
<br /> BUOYANCY CALCULATIONS(20,000 GALLON TANK)
<br /> REVISIONS
<br /> CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS:
<br /> PLAN CHECK#16-3684
<br /> "CONTAINMENT SOLUTIONS"TANK WITH SPHERICAL ENDS.
<br /> 1 07 DECEMBER 2016
<br /> (10'NOMINAL)
<br /> TANK LENGTH:38'-2 3/4"
<br /> TANK DIAMETER: 10'-0" Q ENGINEERING PLAN CHECK
<br /> 84,3685 29 MARCH 2016
<br /> TRY 36'-0"DEADMAN, EACH SIDE, 18"WIDE x 8"HIGH 2 SJO EHD
<br /> PLAN CHECK
<br /> EMPTY TANK UPLIFT= 20.404 GAL =2,728 CU FT #SR0076
<br /> 3 #SR76222 6 NOVEMBER 2017
<br /> 7.48 GAL/CF
<br /> 2,728 CU FT X 62.4 LBS/CF=170,215 LBS(DISPLACED WATER)
<br /> TANK SUMP UPLIFT=(2)X 3.14 X 2'2 X 4'= 100.5 CU FT
<br /> 100.5 CF X 62.4 LBS/CU FT=6,271 LBS(DISPLACED WATER)
<br /> SUBMITTAL DATES
<br /> TOTAL TANK UPLIFT=166,436 LBS+6,271 LBS= 172,707 LBS?
<br /> OWNER:
<br /> HOLD DOWN CALCULATION
<br /> 03/29/2016
<br /> 1.TANK SLAB: REG.AGENCIES
<br /> .58'X 14.0'X42'=341 CU FT
<br /> F 1 7 1 g
<br /> 2.CUBED BACKFILL ABOVE TANKS 2 1 5 1 4
<br /> 3 4'X 10.0'X 38.25'=1,530 CU FT-100.5 CU FT=1,429.5 CU FT FS-5 FS-5 FS-5 FS-5 FS-5 FS-5 -
<br /> FS-5 FS-5 FS-5 O.T.B.:
<br /> 1,429.5 CU FT X 57.6 LBS/CU FT=82,339 LBS j
<br /> 3.CURVED BACKFILL ABOVE TANK
<br /> 3.14 X 5.0'2 O.
<br /> X 38.25'=3,002.6 CU FT ur - - - - - - - - - -
<br /> 10.0'X 10.0'X 38.25'=3,825.0 CU FT z ¢ z 24 - - - - - - - - _ _ PROJECT N
<br /> 3,825.0 0. FT-325'= CU .0 =822.4 CU FT=411.2 CU FT A.C.PAVING TANK SLAB / \ / / / 15-13-001
<br /> Z. TYP. DRAWN BY.
<br /> 2 �OFESS/0 0 3 3
<br /> 411.2 CU FT X 57.6 LBS/CU FT=23 685 LBS j Q ° 3 D AFS
<br /> 4.GRAVEL COLUMN ABOVE DEADMEN: k� q S BF - n - °
<br /> a a
<br /> 1.5'X 14.5'X 36.0'X 2=1,566 CU FT _ - ° I - '. °a
<br /> d. ° ° TT'�1T=71T CHECKED BY:
<br /> 1,566 CU FT X 57.6 LBS/CU FT=90,202 LBS jIII-III-III-i JRB
<br /> 5.CONCRETE DEADMEN' W No.78916
<br /> 0.67'X 1.5'X 36.0'=36.2 CU FT a .03/18 I-III-III-III ° 1"CONDUIT LOOPS TO° ° I -III-III III
<br /> 36.2 CU FT X 87.6 LBS/CU FT X(2)=6,342 LBS j N9 C( )L ��P -III-III-III-
<br /> I SUMPS I I ° ° o•o ° III-III-III-I
<br /> 6.DRY WEIGHT OF TANK: 11,425 LBS j T III III III V CONDUIT HOMERUN
<br /> TOTAL HOLD DOWN 243.865 LBS 1 TF OF CAL\�0 TO BUILDING I ° -III III-I I -
<br /> 1 -I I -I I-I I PRODUCT PIPING I O °°° III-III-III-I
<br /> -III-III-III 4"SCH 40 PVC OR FRP
<br /> TOTAL HOLD DOWN: 243,865 LBS=1.41 SAFETY FACTOR _ RISER TO GRADE I O O 00.00
<br /> I-III-III-III
<br /> TOTAL TANK UPLIFT: 172,707 LBS I -III
<br /> 4"BLACK STEEL RISER I I I I °opo•a°.'0°° III-III-III-
<br /> o VENT PIPING o 0 0°` >°°00 I-III-III-III M
<br /> III I-III-I
<br /> III-III-III
<br /> SUMEMONITOR LIQUID PAL I I I ° III-II-TMCoO V- W
<br /> I I II I I :° -I -III-� Q W °-
<br /> - DUALFLOAT I O I 0,°,°•o f- Q
<br /> _ ° HYDROSTATIC O # I I OO III-III-III- ` `
<br /> -III-III MONITORING SENSOR I I O q ° °° o •° -III-III-I v Z Q�
<br /> -III-III=
<br /> -I-IIII-II-_IIII-II I °•° Q° a HYDROSTATIC I \\ 00
<br /> ° ` III Iw
<br /> Q 0Q RESERVOIR a0
<br /> 00.0 F
<br /> eo o = Q
<br /> I III-III-III Z
<br /> o / I I EWTRACTOF2�\ O o I-III-III- ' O Q
<br /> '
<br /> -III-III 0 �/ l I I 1 FXXXT///TTTTNGTOR \ _- - FITTING o° � V
<br /> IIIIIIIIIIIII - - \ / - - - - - - - - - � - - - � - - - III-III-II W
<br /> .1 GPH MAG PROBE OVERFILL VALVE SET \ I-III-III- CD ~
<br /> .1 GPH MAG PROBE OVERFILL VALVE SET TANK LEVEL GAUGE @ 95% \\ III-III-I z
<br /> GE @ 95
<br /> _ TANK LEVEL GAUGE /°
<br /> I 1- � I-III-III
<br /> III =1111 /� 8,000 GALLON III-III-I V
<br /> PREMIUM \ I-III-iI
<br /> 12,000 GALLON _
<br /> DIESEL UNLEADED ° o
<br /> BACKFILL WITH _ - o•° °•o I ° " III-III
<br /> PEAGRAVEL AS PER - e o o,° o I I II °° ° I-III-III
<br /> TANK MANUFACTURER I-III- O o ° II 0 0
<br /> SPECIFICATIONS ° STRAIGHT DROP TUBE STRAIGHT DROP TUBE III-I -
<br /> _ 0.
<br /> -III-I
<br /> TYPICAL I III VIII °;° °0 1 \ TRAPPER SCREEN II I VIII I I�II a SHEET TITLE
<br /> UST INSTALLATION NOTES -III-III o TRAPPER SCREEN TYPICAL
<br /> i _
<br /> -I 1 1 1 1 1 1 ° •°�°• °� �\ -TYPICAL N // I I I I I I I I I I�
<br /> 1. REINFORCE CONCRETE SLAB WITH#4 BARS AT 16"O.C.REINFORCING BARS TO BE NO LESS THAN 2"NO III 0•°° o�°0 �\ - z _ - z // III-III_ ZO,000 GALLON
<br /> MORE THAN 4"FROM SURFACE. N z m
<br /> _ ° - _ � _ ° - i 1=1 I- 3 DOUBLE WALL
<br /> 2. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH(2)#6 REBAR 60"IN LENGTH EACH SIDE. PLACE I I I I O,°od•0 \\ �, III-III LL
<br /> REBAR 6"FROM SIDES OF MANHOLE. _ FIBERGLASS
<br /> III-III o - - - - - - _ _ _ _ - - - - - - °
<br /> 3. SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP&BUILDING WIRING _'
<br /> =III-I ° ° ° 0 0 0 0 =
<br /> TROUGH.CONTAINS LINE VOLTAGE WIRING. o o•° ° o ° o °• ° °°° ° ° ° °°° ° 0 °°�o^_•° 0 O °'� ° 12"x12"x�'G�QSiFL� O �•°° o• - z DETAILS
<br /> (2) 12"x12"x11GA STEEL ° o III II o - TANK INSTALL
<br /> ° 0 ° ° STRIKER PLATES BY nn ° ° Q••= 0 ° o O 'RIFPJ�A�E�B`C o.° oo ° o•
<br /> 4. SINGLE 1"CONDUIT TO EACH TANK.LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO III-III 0 p ° = O o. ° o O O O�° •° ° O o� °O O o ° O O° o o ° Eta O •� °O T�IPMANL1f�ACT> R ° • • -1-III-
<br /> CONTAINMENT SUMP SENSORS AND TANK GAUGES. PROVIDE SEAL-OFF IN BUILDING AND AT TANK. =III- ° ° '°O° °°°° ° �••° ° o•• ° o ° °O -TANK MANUFACTURER TANK SHALL BE SET LEV - - - - -� m
<br /> ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING.CONTAINS ONLY LOW VOLTAGE WIRING FOR I=III
<br /> SENSORS - -- - - - - - -_ - - - - - =III-I 1=1 =III-III-I I-III-I I 1=1 I-III-III-III-III I-III-III-III-III-III=1 =1 I-III-III-III=III-I 1 I-I I I-III=1 I =III III-III-III II I;
<br /> - =III=III 1=III=III-III-III-III-III-III III-III-I I I I III III-III -_ -_ - - -_ - _
<br /> 5. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 1/8"&MAX OF 314"IN SIZE, .-I I I _ _ _ - - _ _ =1 I_I I I- I-III=III -III ,III-III-I I_I I -III-III-I I -III-III ,III-III _I =III-III-III-III-III _ _ -
<br /> III-III-III-III-III-III-III-III. . _ - _ _ =1 I=1 i-III III-III III-I I I-
<br /> FREE OF CLAY,SLAG,CINDERS,OR DEBRIS.ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S -III I I -III-III-III III
<br /> AND OWNERS FIELD REPRESENTATIVE. III_III -III_ -I III-III �- -III-III=III-III-I I I-I I -I I -I I I=III-III- - III-1 -� v
<br /> -1 I_II 1=111=1I ;III=111=11 -I
<br /> 6. TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE FOOTPRINT OF THE d SHEET NO.
<br /> TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLING (4)12"x12"x11GA STEEL STRIKER PLATES (4)12"x1R OPE I STEEL STRIKER PLATES
<br /> INTO TANK. TYPICAL UNDER OPENINGS WITH MANWAYS BY TYPICAL UNDER OPENINGS WITH MAN WAYS BY END OF TANK
<br /> TANK MANUFACTURER �
<br /> TANK MANUFACTURER 2'-0"MIN. o FS-3
<br /> TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER
<br /> 7. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. Z-0"MIN. EXCAVATION
<br /> ONLY
<br /> EXCAVATION
<br /> 8. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS AND NUMBER OF PRODUCT LINES. ONLY
<br /> ,) UNDERGROUND TANK
<br /> 9. THE PROPOSED FUEL STORAGE SYSTEM SHALL BEA XERXES SYSTEM(OR APPROVED EQUAL)WITH SECTION 20,000 GALLON �
<br /> IL
<br /> DOUBLE WALL,TURBINE ENCLOSURE, FIBERGLASS HYDROSTATIC TANK WITH LEAK DETECTION SCALE: 112"=1'-0"
<br /> SENSORS,AND MEET OR EXCEED ALL CALIFORNIA TITLE 23 AND CUPA REQUIREMENTS.
<br />
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