HomeMy WebLinkAboutST - 13980 INTERURBAN AVE S - KING COUNTY / WASTE WATER PUMP STATION - STORAGE TANKSTAN K(S)
UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST)
13980 INTERURBAN AVE S
PARCEL NUMBER(S)
0002800006
RELATED PERMIT NUMBER(S)
198-94
r
Date: 3/25/94
TUKWILA FIRE DEPARTMENT
SPECIAL PERMIT
Na 198-94
BY virtue of The Provisions of the Uniform Fire Code adopted
3by�City f TukwilaOrdinance,
_IJniversiry Mechani cal located at _ ntP� ttrb in /Plurl�le Stati On
C ___ tractorgu'inerildn: Business Address
having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that
the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for*TO instal 1,
alter, remove, place_teinsenrice or othPrsaise,
dispose of any flammable/or combustible liquid tank per 79.116
This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be
adopted, shall be complied with.
THIS PERMIT VALID FOR March 25, 1994 thru June 25, 1994- •
This permit does not take the place of any
license required by law and is not transfer-
able. Any change in the use or occupancy
of premises shall require a new permit.
2-ezh
Fire Marshal
THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE
T. F.0./F. P. #2
UNIVERSITY MECHANICAL CENTER
KING COUNTY / WASTE WATER PUMP STATION
TRANSFER STATION
TUKWILA FIRE DEPARTMENT
UNDERGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT
PERMIT # /7(J7
RECEIPT # /2//7 DATE RECEIVED DATE ISSUED
CODE REFERENCE: 79.116
FIRM NAME: d141‘161t511YittEcAttoCox; g.,tAC PHONE: Ndar-19OC
FIRM ADDRESS: lZ • 1.1 vc0'` is 13M
JOB SITE: 4001461W lisikix LUTEPUPISA* ?u. t P krio J
NUMBER OF TANKS TO BE REMOVED/INSTALLED:
NAME OF BUSINESS AT JOB SITE:NOWIF upere"1= Rovr ' le tohi
PERSON IN CHARGE: sAerro /Ktta - eov t` e PHONE:
To install, alter, remove, place temporarily out of service or
otherwise dispose of any flammable or combustible liquid tank per
79.116 of the Uniform Fire Code.
THIS APPLICATION MUST BE RETURNED WITH YOUR CHECK IN THE AMOUNT OF
$ t5.OD , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK
EAST, TUKWILA, WASHINGTON, 98188.
TANKREMV.PER T.F.D. Form F.P. 31
UNIVERSITY RI
mECN6NICBl COIIiB8Ci08S.IOC.
1300 NORTH 130TH • P.O. BOX 33723
SEATTLE, WASHINGTON 98133-7631
PHONE (206) 364-9900 • FAX (206) 361-2126
CONTRACTOR'S LICENSE NO. UN -IV -MC -*343N9
March 23, 1994
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188
Attention: Chief Mike Alderson
Reference: Alla Transfer/CSO Project Southern Transfer/Interurban Project
METRO Contract W/F30-92
Subject: The Dept. Diesel Storage Tank Pennit
Gentlemen:
Enclosed, please find our check in the amount of $25.00. This coupled with the check sent to
your office earlier should equal $50.00 which is our current understanding for the permit cost
for installation of the diesel storage tank at the referenced project. rease forward the permit
to our address listed in our letter head. Call me if you have any questions.
Very truly yours,
University Mechanical Contractors, Inc.
.C2f2
Steve Kralicek
Project Manager
UDIVERSITY
1300 NORTH 130TH • P.O. BOX 33723
SEATTLE, WASHINGTON 98133-7631
PHONE (206) 364-9900 • FAX (206) 361-2126
CONTRACTOR'S LICENSE NO. UN -IV -MC -*343N9
March 14, 1994
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188
Attention: Chief Mike Alderson
mECHRDICRL COIITRICTOBS, INC.
Reference: Alld Transfer/CSO Project Southern Transfer/Interurban Project
METRO Contract W/F30-92
Subject: Fire Dept. Diesel Storage Tank Permit
Gentlemen:
Enclosed, please find our application for a permit to install a diesel storage tank on the referenced
project. We have included a $25.00 permit fee. Our current construction schedule indicates that
this tank will be installed in mid April. We have enclosed a few contract drawings depicting the
tank involved. Should you need further details or have any questions, please feel free to contact
me.
Very truly yours,
University Mechanical Contractors, Inc.
Steve Kralicek
Project Manager
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118.0
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0
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_..318EWAIK-..
118,5
INSTALL NEW DRIVEWAY
INTERSECTION. SEE IA
REVISION
BY
DATE
HDR Engineering, Inc.
And Associated Firms
V
6'-0' PLANTER
.„,4113,41.,..:„, ..... 118.0
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/ /e/w/w/4/7/i/ ////////////// /4///////744/ u i,
REMOVE JACE TXTO G CURB IN CONJUNCTION W/UTI CI
ADJACENT TO INTERURBAN AVE. INSTALL NEW CURB
ANO PAVEMENT IN AFFECTED
AREAS. MATCH EXISTING GRADES. SEE AND
ELLY.0010, ,03
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DESIGNED
BRC
DRAWN: CHECKED
U.a AB
FEET
(1' - 10')
44 METRO Municipality of Metropolitan Seattle
DATE:
OCTOBER 1992
RECOMMENDED:
A` Y7
SCALE:
T .1O
CONTRACT sO.
W/FSD-92
AUO TRANSFER CSO PROJECT
SOUTHERN TRANSFER INTERURBAN PROJECT
PUMP STATION
SITE WORK PLAN
RILE N0•.
40A
DRAWf3C N0:
• -C302
SHEET NO: OF
85 182
A
B
4" CONTAINMENT
MANHOLE
ROOF REINF 17010'
oc (TMP)
AL RUNGS 0 it
1.-O.
NOTE: ROOF MUST BE IN
PLACE BEFORE WALLS
ARE BACKFILLED
6'-0'
I SADDLE
SUPPORT
SECTION
SCALE: le= 1'-0'
12"
l'-0"
117.10
4-#3 HORIZ
14012" VERT
4012'
104.50
1.-0.
6'-O"
% SADDLE
SUPPORT
0
0
A
A
E
•
R + 8"
R+8'
Y4'x10" WIDE CONT.
NEOPRENE PAD
UNDER TANK
6'
MIN
14012 EF
2.-8'R
VERIFY W/TANK
SUPPLIER
r4'#9
laa imr
14010"
17010"
F
C
H
2'-0"
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BEND 3' ANGLE
0 EA END. INSTALL
TIGHT TO TOP OF
TANK
1' DIA ANC BOLT
6' MIN EMBED
Ct TANK ROUGHENED
CONC SURFACE
SECTION
SCALE: 14" - 1'-0"
#4012'
#5012-
e
15012"
1'-0
114.00
N
#5012"
O
#4 VERT IN EACH EAR
4-17 VERT
#3 11ES 0 6
COLUMN
DETAIL
SCALE: 11/2" = 1'-0'
I.
1114
•
BENTONITE SUPPLY
PIPING
HEADER
1608 HORIZ
BELOW 76.67
15-19 IN
3 LAYERS
16x3'-0'012
NOZZLES
18 x 2'-0" GR40
0 14" WELD
TO CIO
C10 x 20 CONT 0 BOTTOM
PROVIDE COMP PEN
WELDS AT SPLICES
DETAIL
SCALE: 4Y'- 1'-0'
WATER JET
PIPING
4-4" x 10" KEYS W/
WATERSTOPS CONT AROUND
INSIDE OF CAISSON SHELL
HEADER
18"
/6012"
0'
1807)
19010 IN WEDGE
NOZZLE
141f120EA HORIZ
0
No.
REVISION
BY
DATE
HDR Engineering, Inc.
And Agent -it -elan' Firmc
TOC EL 104.67
x 1'-10"
SUMP. RTP GRTG EL 104.5
I!
TOC EL 104.67
TOC EL 104.75
FUEL VAULT LOWER LEVEL PLAN
DETAIL
SCALE: lb"= 1'-0'
0
15012'
MIN
ft, gip,
pa12" I/ i
4-1
1.-10"
SUMP
SECTION
SCALE: 14"- 1'-0'
O
104.5
•
#5012"
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1.
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SECTION
SCALE: W- 1'-0"
/93
8-16
#4012
#3012
O
DESIGNED:
PJC
"METRO
DETAIL
SCALE: Y4"- 1'-0'
Municipality of Metropolitan Seattle
014
Tag
DRAWN.
TM
CHECKED:
d.8
RECOMMENDED:
SCALE:
AS NOTED
APPQOJEo- ,
CONTRACT NOT
ALKI TRANSFER CSO PROJECT
SOUTHERN TRANSFER INTERURBAN PROJECT
PUMP STATION
SFC..TInNS !Ir (1FTAII
BATE:
OCTOBER 1902
RLE N0•.
40A
DRAWING NO:
S312
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i_
1
I
5
4
3
(0SC
24" FA DUCT,
FOR CONT SEE
DWG C303 r—
AIR SAMPLE PORT
SEE A (TYP)
8
TYP 0 PAD PERIMETER
EL 116.75
FD -3, EL 116.60.
INV 115.0
C
A
1142" CPVC BALL VALVE
(CARBON SAMPLE PROBE)
2 CPVC GAL VALVE / f
DRAIN BELOW SEE (TYP) S. I
FD -3. EL 116.60
INV 114.80, (TYP OF 2)
NON -FREEZE HB
SST
•
AIR SAMPLE PORT
GROUNDING ROO
ATTACHMENT, TYP
10' DIA (TYP)
SST HOLD DOWN LUG,
(4 PER SCRUBBER)
2' DIA MH, (TYP)
117.0
FOR CONT
DWG C303 8" SS
SEWER MANHOLE WI COVER---" \\ J
NOTE: SEE DWG C301 FOR LOCATION OF
ODOR SCRUBBER ENCLOSURE & MANHOLE
THERMAL SHUTOFF VALVE
HVAC DUCT
EXTERIOR WALL
1" VP
DAY TANK
TNK 775 841
LEVEL GAUGE
2
LGA 775 852
1
ODOR SCRUBBER PLAN
DETAIL
SCALE: V4 =
EDGE OF GUTTER
DRIVEWAY APRON SIM TO CITY
OF TUKWILA PUBUC WORKS
DEPT STANDARD
SLEEVE THROUGH CONTAINMENT
VAULT STRUCTURE (TYP)
CONTAINMENT MANHOLE
4 FOS FILL LINE
2" VP THROUGH ROOF
W/DOWNWARD MUSHROOM VEN
4' FPT OPENING (TYP)
18" 0 MANHOLE
2 GALV CONDUIT
FOR FUEL LEVEL
GUAGE LINE
(FITTINGS AS
RECOMMENDED
BY MFG)
GENERATOR
VENTILATION
SUPPLY DAMPER
W/ NOISE
ATTENUATOR
1•• 111
i
i .\.\
N. N.
. N. \`\`N.S. N.
/
N. yr
WALL OF CAISSON
STRUCTURE BELOW
FUEL OIL PIPING SCHEMATIC
NTS
D
FILLET CONST
OF EPDXY
FILLER (TYP)
CAP W/ 2 MAT
& 1" C GLASS
TYP OF 3)
A
E
INSIDE VESSEL WALL
(TYP
EXTENSION
INSIDE VESSEL
FOR DRAIN &
SAMPLE PROBES
DIA AS REQO
FRP THREAD
CONN FULL
COUPUNG
0.15" THK OVERLAY
TYPICAL CPVC PIPE CONNECTION
DETAIL
NTS
INSIDE
DUCT
WALL -
Ye'xV4"
RED NIPPLE
14' ELL
144' LAB COCK
VALVE W/ HOSE CONN
/SIR SAMPLE PORT
DETAIL
NTS
PIPING ENCLOSED WITHIN
SECONDARY CONTAINMENT PIPING
USE CORRUGATED CONTAINMENT
PIPING FOR BURIED BENDS
2' RIGID PVC COATED GALV CONDUIT
W/CONDUIT FITTINGS FOR FUEL LEVEL
GAUGE UNE
PENETRATIONS FOR FUEL SUPPLY AND RETURN
UNES IN GENERATOR EQUIP PAD (TYP)
ROUTE 1" DRAIN FROM
HATCH DOWN TO SUMP
117.10
2" PVC COATED
CONDUIT FOR
FUEL LEVEL
GAUGE
104.50
(LOW PT)
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2'x3' HATCH
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ROBE (TYP OF 3
OPPOSITE SIDE)
2" CPVC BALL VALVE, )1 E
DRAIN (OPPOSITE SIDE)/ 'tTyp
8" AFF (TYP)
OSC 775 912
H
18" DIA FA DUCT,
EL 128.25 MAX
(EXHAUST)
GROUNDING
ROB CONN
r- CARBON
BED
SUPPORT
AL STAIRS
1 FD -3
—
24" FA DUCT
SECTION
SCALE: 14 1'-0"
24" FA DUCT (SUPPLY)
I i
AIR SAMPLE PORT
EQUIP PROVIDED BY
ODOR SCRUBBER MFR
EQUIP PROVIDED BY
RTP DUCT MFR
FLEXIBLE CONNECTOR
116.75
24" FA DUCT
CONC ENCASEMENT
CL EL 111.5
(g
18' DIA r
MANHOLE
-8 2-6. 1,24,24,21,21
CONTAINMENT MANHOLE W/DRAIN
HOSE ASSEMBLY, TOP EL 117.10
GRADE 117.0 MAX - GROUND .1'
LOWER THAN CONC
3' -0'x3' -0"x8' THICK CONC SLAB
SLOPE AWAY FROM MANHOLE
8"
; FUEL TANK
T 775 851
1 INTERNAL WATER
DRAW OFF PIPE
1
i !
IL-3' DRAIN CONN
1 IL --SUMP
SECTION
SCALE: Y4 - 1 —o•
CONC SADDLE W/
HOLD DOWN STRAP
EXTEND PIPES WITHIN TANK
RETURN BEND ON 1' FOR
CARBON BED
SUPPORT
116.75
3" SDR CONC ENCASE WHERE
BELOW SLAB. SLOPE Y4 /FT MIN
TIP
2' DIA HATCH
2'x3' HATCH
CARBON SAMPLE
PROBE (TIP OF 3
OPPOSITE SIDE)
2 CPVC BALL VALVE
DRAIN, (OPPOSITE SIDE)
SECTION
SCALE: 14 = 1'-0'
1:METRD
HDR Engineering, Inc.
And Associated Firms
1' 6' x 2'-6' INTERCONNECTING
DUCT W/ AIR SAMPLE PORT.
INSURE PORT IS ACCESSIBLE
THROUGH STAIR THREADS.
0
CARBON SAMPLE PROBE
DETAIL
NTS
Municipality of Metropolitan Seattle
AJO TRANSFER/CSO PROJECT
SOUTHERN TRANSFER/INTERURBAN PROJECT
PUMP STATION FUEL SYSTEM/
ODOR SCRUBBER DETAILS
C
DATE:
OCTOBER 1992
RE NO:
40A
M307
SHEET NO: 1p 61e2
•
H
5
4
3
2
L
A
D
‘, 1
SEE DWG C303
FOR CONT
1N' C2 -HP
1' NoOH
/
SEE DWG C303
/ . / FOR CONT
/
4' PO
EL 111.0
\,./ ROUTE 1' FOR &
FOS TO DAY TANK
-SUPPORT••PIPING•3=
AFF WITH
1
\
2' RIGID PVC COATED GALV CONDUIT
W/CONDUIT FITTINGS FOR FUEL LEVEL GAUGE
LEVEL GAUGE
GA 775 852
1
DAY TANK
TNK 775 841
1
1* VP
SEE FUEL OIL
SCHEMATIC, DWG M304
EL 113.5
"may'
DW411 775 301
BELOW SINK
GENERATOR VENTILATION
EQUIPMENT. SEE DWG M318
1' CHEM
Y4' IA
1' NoOH
1' NaOH
I i E1
I;
FI
STUB PIPE
# }ABOVE CRTC f I1
'1& PLUG W/1'r"
:FEMALE NPT `?
` ;CAP
CHEM €t 1' CHEM
EL 113.0
/ /
1' FOR & FOS /
EL 117.5
7•-0'
GEN 775 811
— 114' C2 -NP
j 1125
I If 1iSHW 77 X42
--.. 1-1 F: _
SHW
(1 1 SEE 140H
f 1 METERING
421
1 SCHEMATIO.
h212-0"' 1 Y4- IA ice«
1 L 1111tEL113.0
f
— –Vi=i— —
EXHAUST DUCT
-SEE- DWG 4A318 -
GENERATOR PAD
y°'
i' C1 THROUGH
FLOOR BELOW
I I I
r-1 —4f € # 2' C2 -HP
d € EL 132.5—
FUTURE CHEM LI' `<.,> „{` c:;',;. :
METERING PUMP >s`Tt: <'"• I
x
SIL 775 8211
EL 130.5
SILENCERS
W/ LUGS AND
HANGER RODS
12' EXH nE EL 129.0
[SIC 775'B31 1
1'
A
G
H
1' D FROM HATCH
FUEL TANK
to -
1
i...<
ae4
I I I
1 I I
—JCL_ --J
I I I
(TYP) 1 I I
_--__ h'fh- r---_
1 I
—1' FOR at ' 1
-1' FOS- I
-rvP ,s
SLOPE ALL PIPES
Ya /FT TO TANK
TNK 775 851
•1
f j
t # FUEL TANK
VAULT
1 CONTAINMENT
# f MANHOLE
s
1/2 EL 1133.0
2' C2 -HP
THROU
#__FLOOR
_€ BELOW
=Ea
1. wort. CHEM. W. FOR AND FOS PIPING ARE ENCLOSED
WITHIN SECONDARY CONTAINMENT PIPING FROM THE
DESIGNATED STARTING LOCATIONS WITHIN THE PUMP
STATION TO THE TERMINATION LOCATIONS AT THE
DESIGNATED VAULT OR MANHOLE,
• P, 775 401
• . O• 3,
1 ',FE
\ f # •
. akil
\
f ' MONORAIL BEA
/ € €
L fir#
'11 i €
i
A\
No.
ADD 16 - ADDED 7-0' & 14'-0" DIMENSIONS
REVISION
v
TAJ
BY
6 93
DATE
f 1 #
FIt f .xf !..
1 1 r.f::•.i
f
1
€ I
. 9
i €
Nf
N
L m n x
IL -IL )
FUTURE PIG
LAUNCH STATIONS
(NOT IN THIS CONTRACT)
, m N
--z 1-
WALL HYDRANT
14' CV. Et EL 132.0
2 NaOH (FILL)•
.. EL •-731. -2 _.
2' NaOH ((OVERF
✓ L i29.b. 1'I
11h' NoOH (SUPPLY). TYP 119.0
W IA UP TO BUBBLER
MTR 775 33.3
MTR 775 332
V
CONTROL PANEL
14 IA
(TYP 3
MONORAIL HOIST
MST 775 331
EQUIPMENT TRAILER /
MME 775 931
1
HDR Engineering, Inc.
And Associated Firms
v
•
UPPER LEVEL PLAN
SCALE: W - 1'-0'
anima *Om ,00 ®.
COILS WANG LEVEL'
G.WONSITO ISO)
a,n . RAae,28 N
WO) oN .Lo.cmI CO-
OmM+t SWIM NORM rat
If
if1 :€
f fi
i`
1
HOP
3/9
Oq
•
DESIGNED:
BRC
4
4 6
FEET
(1/4'
:oh m E T R o Municipality of Metropolitan SeatUe
OAi:
OC1O8ER 1992
DRAWN: CHECKED:
LLB J.B
RECOMMENDER
SCALE:
w' - 1' -o -
G NTRACT rKz
Vi/F30-92
7
AW TRANSFER CSO PROJECT
SOUTHERN TRANSFER INTERURBAN PROJECT
PUMP STATION UPPER
LEVEL FLOOR PLAN
FILE NO:
40A
ORAMP*C NO:
M303
SHEET NO: OF
116 182