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1 7"CONCRETE SLAB
<br /> AT 87.6 LB/CF
<br /> T-0" L. 37'-5 1/2" 2'-0" 38'-2 3/4" 2'0" ¢
<br /> 10 10 r
<br /> 246 BARS
<br /> EACH SIDE OF
<br /> b1
<br /> MANHOLE
<br /> I q architecture
<br /> I engineering
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<br /> I LHB & Associates, Ltd.
<br /> 01
<br /> I I I
<br /> t I SUBMERSIBLE ILLNENT 42" (' I , I 3"
<br /> 867 Pacific Street, Suite 120
<br /> MPUMPNAPOR 48" DIA ETER SUMP I , I CLEAR San Luis Obispo,CA 93401
<br /> DIAMETER SUMP 1 -TYPICAL / I NP' h 805 .54 .5240
<br /> TYPICAL
<br /> www.LHBassoc.com
<br /> 1 ".`., __ 1 ---;• -._; 16 BARS AT
<br /> a t;; 11'1 FS-4 I • hfry'r�- Y) • , ;rh'i�-t!! • EACH WAY o
<br /> (2) ESS/
<br /> SUMPS ? O FS3 1 �` FS-3 �O BFq
<br /> ? 20,000 GALLON 8,000 G LLON `� r7 0
<br /> REGULAR 1 %I PREMUM 12,000 GLPLLON res A
<br /> a. UNLEADED I UNLE ED ` DIESELNo.78916
<br /> I * e .03/18
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<br /> I I I I I I I c 9T I � p
<br /> I I iv F OF CAS\F
<br /> OBSERVATION WELL BRINE - CONTROL JOINT BRINE
<br /> PER DETAIL 3/FS-5 RESERVOIR -SPACING PER RESERVOIR
<br /> -TYPICAL OF(2) SOILS REPORT CONSULTANTS
<br /> I pe/
<br /> y c7 -IF REQUIRED BY LOCAL
<br /> G N/e (,J 1)(e 1` JURISDICTION
<br /> \ 11 TAN 15, Fi / ,
<br /> 00,42 GRAVEL <
<br /> 6 COLUMN C�c
<br /> UNDERGROUND TANK PLAN
<br /> STx 1.5'x36' 5
<br /> DEADMAN SCALE: 1/4"=1'-0"
<br /> I I
<br /> I
<br /> %
<br /> BUOYANCY CALCULATIONS(20.000 G LLON TANK p1�`
<br /> ,p- E®
<br /> CALCULATION BASED ON SUBMERG WEIGHT OF MATE13}ALS: E V
<br /> "CONTAINMENT SOLUTIONS"TANK TH SPHERICAL ENDS.
<br /> (10'NOMINAL)
<br /> TANK LENGTH:38'-2 3/4" REVISIONS
<br /> TANK DIAMETER: 10'-0" ENTAL• Q PLAN CHECK#16-3684
<br /> TRY 36'-0"DEADMAN,EACH SIDE, i 'WIDE x 8"HIGH ENVIRONM T 1 07 DECEMBER 2016
<br /> EMPTY TANK UPLIFT= 2040 GAL =2,726 CU FT HEALTH OEPARTMEN Q ENGINEERING PLAN CHECK
<br /> 748G UCF 2 #16-3684,3685 29 MARCH 2016
<br /> 2,728 CU FTX 62.4 LBS/CF=170,2 LBS(DISPLACED WATER) Q SJC EHD PLAN CHECK
<br /> 3
<br /> TANK SUMP UPLIFT=(2)X 3.14 X '2 X 4'=100.5 CU FT #SR0076222 8 NOVEMBER 2017
<br /> 100.5 CF X 62.4 LBS/CU FT=6,27 LBS(DISPLACED WATER)
<br /> TOTAL TANK UPLIFT=166,436 L S+6,271 LBS= 172,707 LBS 1 \
<br /> HOLD DOWN CALCULATION
<br /> SUBMITTAL DATES
<br /> 1.TANK SLAB:
<br /> .58'X 14.0'X 42'= 1 C FT OWNER.
<br /> 03/29/2016
<br /> 3 2.CUBED BACKFILL ABOVE T NKS 2 REG. AGENCIES
<br /> 4'X 10.0'X 38.25' 1,530 CU FT-100.5 CU FT= 1,429.5 CU FT 1 5 1 7 1 6
<br /> 1,429.5 CU FT X 5 .6 LBS/CU FT=82,339 LBS 1 FS-5 FS-5 FS-5 FS-5 FS-5 S-5 FS-5
<br /> 3. CURVED BACKFILL A80V ANK
<br /> O.T.B.:
<br /> 3.14 X 5.0'2 X 38. 5'=3,002.6 CU FT
<br /> 10.0'X 10.0'X 3 .25'=3,825.0 CU FT J �
<br /> 3,825.0 CU FT 3,002.6 CU FT=822.4 CU FT=411.2 CU FT A.C.PAVING TANK SLAB ¢ z 24" - _ _ _ - J-1-2
<br /> 5 o: a w TYP. x - - - - - - - - 1,,@
<br /> - PROJECT NO.
<br /> 411.2 CU F X 57.6 LBS/CU FT=23,685 LBS j QppFESS/ o / / \ \ / 15-13-001
<br /> 4. GRAVEL COLUMN ABOVE DEADMEN: Q,� .\ S BF,9 �� 3 3 3 3 DRAWN BY.
<br /> 1.5'X 14.5'X 36.0'X 2= 1,566 CU FT C�• 'P - °
<br /> 1,566 CU FT X 57.6 LBS/CU FT=90.202 LBSj y p� � ° II ° f ° ' • ° a a /° - ° - _ CHECKED BY. AFS
<br /> 5.CONCRETE DEADMEN: ] A ° 9 ° 1 '. •I_ ° ° ._ I ° °
<br /> No.78916 I -I I -I I -III , III III-III-I JRB
<br /> 0.6TX1.5'X36.0'=36.2 CU FT K �
<br /> e 3/18 7:111-111-11_ 1"CONDUIT LOOPS TO _ _
<br /> 36.2 CU FT X 87.6 LBS/CU FTX(2)=11,6,342 LBS j * * III1 I I-III- SUMPS
<br /> 6.DRY WEIGHT OF TANK: 11,425 LBS j NT �Q�
<br /> -III III-III_
<br /> �. AS\ M -III-III 1"CONDUIT HOMERUN
<br /> 0 .0 ° III-III-III-I
<br /> TOTAL HOLD DOWN 243,865 LBS j F OF CFp TO BUILDING
<br /> _
<br /> III-III=III-
<br /> TOTAL HOLD DOWN: 243,865 LBS 1.41 SAFETY FACTOR 4"SCH 40 PVC OR FRP I PRODUCT PIPING O
<br /> \� I I I-III-III-
<br /> = '°;o III-III-III-I
<br /> TOTAL TANK UPLIFT: 172,707 LBS -III-III-III RISER TO GRADE
<br /> �-III-III-I I I III-III-III-I
<br /> 4"BLACK STEEL RISER o 0° ° °'Q 8•° °� I-III-III-III=
<br /> -II-III-II1 ° VENT PIPING I ° °° o
<br /> 1=1II-I 1- SUMP MONITOR LIQUID SENSOR II ° o 00 OOI-III-I
<br /> _ R•� -TYPICAL I I II °• ° ° •' I co
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<br /> -I I I-III ° ' III-III-III_ � M
<br /> -III-III- ° DUAL FLOAT II I I °O• • ° LU
<br /> HYDROSTATIC llll 1-III-III-III LU 0A
<br /> MONITORING SENSOR tt O O O O o•°•`° Lo
<br /> III-III-1 I r< Q
<br /> -III-III-I Q HYDROSTATIC °' 0 8•° 1-III-III-1 v U) Z
<br /> -III-III RESERVOIR 0 0 0•°° 0 •o Z �
<br /> =1 = = _ � _ 00 0.. III-III-III= lu QO
<br /> -III-III-I I-III-III-I
<br /> I-I I 1-1117 Z U
<br /> -III-III 0 °° E#fRACTOR El
<br /> RACTOU�\ 0 o ,
<br /> O Q
<br /> 1-III-1 ( ( I I ( TTING I ( F TTING _ _
<br /> I:IIIIIIIIIIII /� - - x - - - � - - - - - - 'F� - - - - � � - - - - '� \ III-III-
<br /> II
<br /> / .1 GPH MAG PROBE OVERFILL VALVE SET .1 GPH MAG PROBE OVERFILL VALVE SET \ LL
<br /> -III_- / TANK LEVEL GAUGE 95% TANK LEVEL GAUGE @ 95°7° \\ 1-III-
<br /> I-I I -�I Q
<br /> I-III-III=
<br /> 8,000 GALLON Ed
<br /> PREMIUM
<br /> BACKFILL WITH =III= 0.. ° o I 12,000.. ESELLON UNLEADED
<br /> \I ° El IV
<br /> PEAGRAVEL AS PER o °
<br /> TANK MANUFACTURER e o° ° °O ° II1-III-
<br /> SPECIFICATIONS III 1 III I1 ° I STRAIGHT DROP TUBE STRAIGHT DROP TUBE II 0, °, I-I I-TYPICAL -
<br /> III-I I-
<br /> 1-III- ` o o
<br /> UST INSTALLATION NOTES 11IIi1IiII o -
<br /> • TYPICAL TYPICAL TRAPPER SCREEN TRAPPER SCREEN III-
<br /> ° 11iI_1 Ii I
<br /> o ° \ III-III- '
<br /> SHEET TITLE
<br /> - - / I- 0.
<br /> 1. REINFORCE CONCRETE SLAB WITH#4 BARS AT 16"O.C. REINFORCING BARS TO BE NO LESS THAN 2"NO -1 I I-1 I I °' °°o
<br /> III
<br /> -II- -
<br /> � III=
<br /> MORE THAN 4"FROM SURFACE. I
<br /> °•°° \ / I-III-I 20 000 GALLON
<br /> 2. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH(2)#6 REBAR 60"IN LENGTH EACH SIDE. PLACE -I I I-I I 04.1..*o \� z - z � "' i f° z "' �/ 1II-III- `r
<br /> REBAR 6"FROM SIDES OF MANHOLE. -III- 0, ° DOUBLE WA L L
<br /> 3. SINGLE 1"CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL-OFF AT SUMP 8 BUILDING WIRING -III-III 0 O ° m FIBERGLASS
<br /> TROUGH. CONTAINS LINE VOLTAGE WIRING. 0 - LL
<br /> -III- o o•° ° o ' o Q o. ° o•° ° o o ° o ° o o - o
<br /> 4. SINGLE 1"CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO III- 1 0 0 ° 0 0 O ° O 0.0 0 o �° ° ° °O ° 0 ° O , o ° o ° o'° (2)12"x12"x11GA STEEL o o%o ° ° ooO o:, , o ° O oQO o•° °„,, 12"x12"x't9G,QS1`E L p �.•° ° o• 1 1-1 z S TANK INSTAL L
<br /> b o. o 0 0. o•° ° 0 0811 o A
<br /> CONTAINMENT SUMP SENSORS AND TANK GAUGES. PROVIDE SEAL-OFF IN BUILDING AND AT TANK. o• o .°.° O =O O o•• ° . 0 0 °O STRIKER PLATES BY nn ° =O ° o O II PJJ��cTE�B^P g.° o. v >
<br /> ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING.CONTAINS ONLY LOW VOLTAGE WIRING FOR -III= TANK MANUFACTURER TANK SHALL BE SET LEVEP O =O o'• ° ° TZIPMANUFAC R• •°�
<br /> SENSORS. 11;1111 DETAILS
<br /> 5. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN 1/8"8 MAX OF 3/4"IN SIZE, -
<br /> _ _ 1 II III III III III III III III-III-III-III-III-III-III-III-111-III-III-III-III-III-III-III-III-III-III-III I-111-I - - °
<br /> FREE OF CLAY,SLAG,CINDERS,OR DEBRIS.ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S 1
<br /> AND OWNERS FIELD REPRESENTATIVE III-III=1 1=III-III-III;III„I 1-III=III III-III-III-III-III-III-III-III-III-I I_I I -III 11 _ I III III III III III III III III III III III III III III
<br /> -III-III III-III_ III _ _ _ I _I -I -I I-III-III-III-III-III-III-III-III-III-III-III-III-III-I III-I L Io
<br /> -
<br /> 6. TANK PAD MINIMUM 2'-0"OFF OUTSIDE WALLS OF TANKS,AND MUST COVER THE FOOTPRINT OF THE 1, III=III- 111 1- -III-1 I- III-III III-III-III-III-III- 1 -III-III- 1 I - III-III=1 I I I III I 1 I III U
<br /> TANKS.REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN,AND TO PREVENT ACCIDENTAL DRILLINGIII-III III-III- 1- 1-III-III-III- 1 3
<br /> INTO TANK. (4)12"x12"x11GA STEEL STRIKER PLATES (4)12"x12"x11GA STEEL STRIKER PLATES SHEET N0.
<br /> TYPICAL UNDER OPENINGS WITH MANWAYS BY TYPICAL UNDER OPENINGS WITH MANWAYS BY END OF TANK
<br /> 7. CUT CORNER WHERE MEETING ASPHALT PAVING ONLY SQUARE CORNERS WHERE MEETING CONCRETE. TANK MANUFACTURER TANK MANUFACTURER
<br /> MIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER 2'-0"MIN, 9
<br /> XC
<br /> 8. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS AND NUMBER OF PRODUCT LINES. EAVATION EXCAVATION o r J
<br /> ONLY ONLY 1
<br /> 9. THE PROPOSED FUEL STORAGE SYSTEM SHALL BEA XERXES SYSTEM(OR APPROVED EQUAL)WITH w
<br /> DOUBLE WALL,TURBINE ENCLOSUREWUNDERGROUND TANK SECTION (20,000 GALLON)
<br /> ,
<br /> SENSORS,AND MEET OR EXCEED ALL CALIFORNIA TITLE 23 AND CUPA REQUIREMENTS. SCALE: 1/2"=1'-0"
<br />
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