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- - -- -
- - - - - - - -
- - - - - - -
--
20/3
30/3
EXISTING MCCI0-1 EXISTING 480V PANEL -- EXISTING CAPACITY: 400 A I l2 EXISTING CAPACITY• 225A2 I EXISTING CONNECTED LOAD: G7 FLA I EXISTING CONNECTED LOAD: 103 FLA
EXIST GOOA, 480V,
Il~
'------ -2'C-3•2/0+•G GND I'C.O. SPARE
-
0
-
NEW CONNECTED LOAD: 123 FLA NEW CONNECTED LOAD:IIFLA TOTAL CONNECTED LOAD: 190 FLA TOTAL CONNECTED LOAD:II4 FLA
PHASE, 3 W, G5KAIC I Il~Il-m- CD I
® Il t1
LI'C-3•10+•10 GND 0
DISTRIBUTION PANEL DP-1
I'C-:.~-:-G:F•s••IO GND __LO c_ ~I'C-3•10+•10 GND
~ TRANSFORMER D ,rr '"Y"\ 15KVA 480V-240V 3-PHASE, JWI'C-J•G+•IO GND ----L :C.
NOTES:
0 REPLACE EXISTING STARTER AND MCP FOR OTI-BLV-02 WITH A 225AF, 175AT, 480V, G5KAIC, 3-POLE MOLDED CASE CIRCUIT BREAKER.
® REPLACE EXISTING STARTER AND MCP FOR OTI-CPS-01 WITH A 20AF, 20AT, 480V, G5KAIC, 3-POLE MOLDED CASE CIRCUIT BREAKER.
0 FUTURE RELOCATED FEED. REFERENCE ELECTRICAL SITE PLAN FOR RELOCATION.
CD PROVIDE 3-POLE CIRCUIT BREAKER.
® PROVIDED BY OTHERS.
® PROVIDE HOA SWITCH AND RUN LIGHT.
0 PROVIDED BY EQUIPMENT MANUFACTURER.
-=
~~~ !!I~ E 16262 ~ ~ ~ ~~))~ ~.1H1-il4
~~~ "Jta: -=-
WARNING
0 v. I
IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS NOT TO SCALE.
BROWN AND CALDWELL
O&OrmDo ..,., __ ..,.,- -"""'""""- ..,.,""""""' I HORIZONTAL NONESCALE I VERTICAL NONE
-
l ='>--I'C-3•10+•10 GND
@~GOA, ~GOA, ~30A, ~30A,NEMA 3R NEMA 3R NEMA 3R NEMA 3R
DENSADEG BIOFOR-C BIOFOR-NBIOSTYR
I'C-3•10+•10 GND
\,----------1
MCP j ~ VSKID MOUNTEDi PUMP/STARTER I j NEMA 3R
: ® I~ i i i i
7.5 i __________ ]
NEMA 3R
1
I
_j cp,..._I'C-2•12+•12 GND £ ='>--I'C-3•12+•12 GND
u..w
8 MINI POWER ZONE 7.5 KVA 480V-120/240V I-PHASE NEMA 3R
SUMP PUMP CONTROL PANEL
.-:p__MANUFACTURER SUPPLIED CABLE
V2
METROPOLITAN WASTEWATER DEPARTMENT Cify o£ San DieJO
D Tt: IREQ.NO.
•
VA
NO USAGE QTY PHASE A PHASE B PHASE C A/PLS NO USAGE QTY PHASE A PHASE B PHASE C A/PLS I TRANSFORMER D 5000 30/3 2 BIOSTYR 11085 50/3 3 I 5000 - 4 I 11085 -5 I 5000 - G I 11085 -7 BIOFOR UNIT-C G928 30/3 8 BIOFOR UNIT-N G928 30/3
12GO
13188
VA
PHASE A 540
540
VA
G928
540
124G8
VA
PHASE B
540
540
PANELBOARD SCHEDULE VA
G928
11928
BRKR CKT
- 10 - 12
20/2 14 - IG
20/3 18 - 20 - 22
24
PANEL NO: EQUIPMENT TAG:
LOCATION: VOLTAGE:
MAIN BREAKER: BUS SIZE:
I I
SUMP PUMP PANEL I I
SPARE
I I
PHASE VA SUBTOTALS PHASE VA TOTALS PANELBOARD VA TOTALS PANELBOARD AMPS TOTALS DP-1
480 VAC 225A 225A
PANELBOARD SCHEDULE
VA
333
1834G 31534
VA
G928
333
1834G 30814
VA
G928
333
1834G 30274 92G22
111.4 A
BRKR
--
--
--
CKT
9 II 13 15 17 19 21 23
CKT
NO I 3 5 7
I I
MINI POWER ZONE XFMR
SPARE ' I I
SPACE PHASE VA SUBTOTALS
USAGE RECEPTACLES RECEPTACLES SPARE
PHASE VA SUBTOTALS
QTY BRKR CKT A/PLS NO 20/1 GFCI 2 20/1 GFCI 4 20/1 G
8
PANEL NO EQUIPMENT TAG
LOCATION VOLTAGE
MAIN BREAKER BUS SIZE
USAGE QTY PHASE A PHASE B RECEPTACLES 720 SPARE 20/1 SPARE 20/1
PHASE VA SUBTOTALS 720 PHASE VA TOTALS 12GO 540 PANELBOARD VA PANELBOARD AMPS TOTALS PNL P
120/240 VAC 40A 40A CMINl
DRAWING NO. E-02
SHEET NO.
TOTALS
MOUNTING TYPE
PHASE WIRE
SHORT CIRCUIT
VA VA
MOUNTING TYPE
PHASE WIRE
SHORT CIRCUIT
NEMA 3R 3 PHASE 3 G5 KAIC
BRKR A/PLS 20/1 GFCI
1800
7.5 A
NEMA 3R I PHASE
22 KAIC
DRAWING STATUS REVISION DESCRIPTION RAIIN CKD APD
20
PE: EM A/QC
POINT LOMA WASTE WATER TREATMENT PLANT BIOLOGICAL AERATED FILTER PILOT STUDY
ELECTRICAL SINGLE LINE DIAGRAM AND PANELBOARD SCHEDULES
CITY OF SAN DIEGO, CALIFORNIA SHEET 20 OF 22 SHEETS
DATE
APPROVEDDESCRIPTION BY DATE
CQMTRACTDA ll,l,lE STARTEO INSPO:CTOR OATE eowt..Etal
FILMED
WAT£R W.O. NA
SEWER NAW.O.
DlSiGH bJtitili
cOHtROL dRTiicA fiOiJ
188-1692 l..J\MIERT COORDINATES
00000 20-0
__
, c
"' :;! :IE J
~ l c "' :i!
t:C;~ c .. t5~ ;:~
rSEE NOTE II
(0 MANUFACTURER SHALL CONNECT BIOSTYR PILOT SYSTEM EFFLUENT PIPING TO
3' BAF PILOT FEED CLEARWELL TANK. FROM PLWWTP ® MANUFACTURER SHALL CONNECT BIOFOR
4' INF, WI WI WI r4· BW SEE DWG C-Ol, r4· DEFF 1 L.M:Q?J ~ PILOT SYSTEMS EFFLUENT PIPING TO CLEARWELL TANK.
\ r~---~---------~\---+---------+------~-+--~;- 4'-B-FN-B-W/-BF-C-BW-------+----~+-----------------~--------~~~~==~~-~r \~~~========~==t=7=~-----+~ 0 MANUFACTURER SHALL CONNECT INFLUENT
-'-----+--+-11---r--- -H -------~I~tt______ t- B~Eg+Rl 1 SYSirEM
,.,.,__-.--v-f-\' ' i i 4'1N~- i 1
6' PVC DRAIN 3' BSBIW--,...~ '\ i PIPE, SEE - - '----~:#1 I
DWG C-01\ ® iI '---r-r------,4-''B_,$.1----EFF________,
I ~ I1\ 4' BSCEFF/BSBW \.V
\ I I I I I I I I
--h .--------""=F'--,1,----, r---3' BSBW
BIOS!TYR ~: CLEA~WELL I 1
SP-OIA
'\ 4'Bw~ " ~'L! ~4·~T·" ~---~~------------~~---~~
M;N B4F ~ ACKWASH INFLl)JENT
STORAGE TANK TANK
.>--·+-11ilj~Qoet-;----------I-t~---------- -1----- -----1 ___________Ii-~-----------1-i
i i
\.!: ~!
. . • J" • i 1-I'WI 3'BSBW
R4CICW4SI-I • TANK Y T-7
I,' I 12' WIDE TRENCH DRAIN SYSTEM
ZURN MODEL Z-812 OR APPROVED EQUAL
r-------------$~~~~;:::::::::::::::::::::::::~~~Jmmmalll[::::::::::::::::::::::::::::::::::::::::::::::::::llllli::::::::::::::::::::::::::::~~il~~ ~
ii
i
I I \
I I I
3' BFNEFF/BFNBW
4~ ' BW --------4' DEFF t ENS~DEG +------4' BW NFL~ENT ~ TA~K
- l----------It?__________ I i-:::~:~
: ' ---- IAli I' Wl-b[" / ~ i ...:t:<. POST MOUNTED
L------:lTf:-____..J UTILITY STATION
® ~SEE FOUNDATION _ !' PLAN DWG S-03 ~
~ I ~ 3' BFCEFF/BFCBW 3' BFCEFF- <j? 3' BFNEFF_j ~3' rs EQUIPMENT I ~ \ _
3' BFNBW\ ® ! PAD <TYP.l <;V/3' BFCBW ~ ~ ~ "-@ i i i
;:BIO~OR BIO~R t BIOF~R-C BIOF~R-N ~ t~ DENS~DEG EARWELL CLEARWELL PILOT PIL~H o < PILOT TANK TANK SYS!rEM SYS1rEM ill 25 SYS!rEM T46 T+s !
,-----+-1-+------ --J------------+-----------+-------J------------1----------®»+-~-Iu~• i i I
\}' WI ; IJ' \}' WI i \ I \:V \ ®I
,. \'1 ,. ,. ,. ,. \1'
* 1 i ·* ~ * li
DATE
BY APPROVED DATE
DATE STARTED DATE COMPLETED
\ \ []["]
. ~SS STEEL
IRS
11'-0'
\_3'BFNEFF/BFNBW
10'-0'
T 1 \ I IT i
L4'1NF l4'1NF
L_PORTABLE EYEWASH AND DRENCH HOSE
BFNEFF/BFNBWM-06
11'-6' 11'-8'7'-0'
60'-0'
WARNING BROWN AND CALDWELL METROPOLITAN WASTEWATER0 v.
---......-......--- ..,.. - --..,.,....."'""',---- ..,.. -- DEPARTMENT
l~o~HI~E~~~R~o~~ 1---~~::::r=====-~"'"'~--=--=-=-=----1 Cify o£ San DiegoTHEN DRAWING IS HORIZONTAL %" = 1'-0"
NOT TO SCALE. SCALE VERTICAL NONE
DRAWING STATUS NO. DATE REQ.
1
_.------4'BW
t /
~4'1NF
/
,),....._
\ \
\_4'BW
SEE NOTE II\ 8'-10' \
DRAWING NO.
M-03 SHEET NO.
8
REVISION DESCRIPTION DRAW
CITY OF SAN DIEGO, CALIFORNIA NA SHEET 8 OF 22 SHEETS s:w~R --'-N"-"A'----
CKD APD FILMED
DESIGN ENGINEER
CONTROL CERTIFICATION
LAMBERT COORDINATES
00000-08-D
PE EM
PIPING TO BIOFOR-C PILOT SYSTEM.
~MANUFACTURER SHALL CONNECT INFLUENT PIPING TO BIOSTYR INFLUENT INLET.
® MANUFACTURER SHALL CONNECT 4-INCH BACKWASH PIPING TO DENSADEG PILOT SYSTEM.
® MANUFACTURER SHALL CONNECT 4-INCH BACKWASH PIPING TO BIOFOR-C PILOT SYSTEM•
CD MANUFACTURER SHALL CONNECT 4-INCH BACKWASH PIPING TO BIOSTYR PILOT SYSTEM.
® FILANC SHALL PROVIDE 3-INCH TANK OVERFLOW AND TANK DRAIN PER DETAIL 'F', DWG. M-07.
® FILANC SHALL COORDINATE SIZING OF CONCRETE PAD WITH MANUFACTURER.
@ CENTER LINES DISTANCES ARE APPROXIMATE PER NOTE 10, DWG G-02
® FILANC TO FURNISH PORTABLE EYEWASH AND SHOWER.
@ FILANC SHALL PROVIDE AND INSTALL SAMPLE TAP. LOCATIONS AND QUANTITIES SHALL BE COORDINATED WITH DWG M-Ol AND FIELD ENGINEER.
@ FILANC SHALL INSTALL PIPE SUPPORTS PER DETAILS D AND E, DWG M-07 AND SPECIFICATION SECTION 15020.
PIPING SHOWN IS SCHEMATIC ONLY. FILANC SHALL COORDINATE ACTUAL ROUTING AND QUANTITIES IN ACCORDANCE WITH DRAWING M-Ol AND BROWN AND CALDWELL'S FIELD ENGINEER
POINT LOMA WASTE WATER TREATMENT PLANT BIOLOGICAL AERATED FILTER PILOT STUDY
MECHANICAL PLAN
"=
PROJECT MANAGER
A/QC DESCRIPTION
CONTRACTOR INSPECTOR
~~~-I _______________ -.----------.-----------------------------.---------------------------------------------------------------------.---------------------------------------l_--------~----~~~~~~~~------~•-o~---~~---1
188-1692
--
STUB-UP
r-----------~--:-:~-------~ ---------· --------~---------------------------:=~:~J--~~~~~-J'~·'·~·~CD-~ DP-1, NEMA 3R I
Bl )S YR B CKNASH T NK
.. ..,._.....
'"-"""· ••n ,.,n _J, !"t;-.3•1~+·1~ uNU · ~u·R~ .u•.., 17?\
I 17\ CONTROL PANEL \2.1 ..;;6,.lJ.......L..I''"~'"'·Pr--'!.IR- IY.------+·_,(6)~ .." ----'~=----'"i..L-t--+----------,
' ,...J L...J
I ~I·BIOSTYiR PILOT ! I MAIN BA :~WASH SYSTE~~ I STORAGE ANK
'r' I-I - ·
:
i . ! MAIN FLUENT ii
TANK
------------r- -- ------------r
i ~ I I I'C-3•8+ 10 G __,.¢ I
I I'C-3"10 "10 GN I I I'C-3"10 "10 GND l f
~-----+----------------t----__j I'C-3"8+"10 GND -qi"'\
' r ---
BIOFOR-C
I @[
IOFOR BIOF LEARWELL CLEAR ELL t~ANK TANK
t- t I
I
-- --- __- - __- ~ ~ c-~-~T~--___--______-_--_-__--_~-~~-----_-____~-~~~~
I 0 -f!-...l--.....t:, REFERENCEI Q_J I DRAWING E-03 i LJ L__2'C-3"210+"6 GND l ,t. I'C-2"12+"12 GND
: ~! - MINI POWER ZONE· 1 ®
i DE• SADEG 'f-:-- 'I NEMA 3R . _,. ! FF LUENT I I i M K £b....__I'C-6"12+"12 GNDi
I II f----r--~
--------------~~NSADEG
JNEMA 3R
1 I I I I III
BIOFOR-N
C~t]~--NEMA Rl
I tI I I III
I l II I I I .L I
®Will ~!¥=
~~---~=~~-~-- ~~;-~-_____~--===----~~~ ---__~ -=~--=~=_____~~~~- - ~
DRAWING NO.
E-04 SHEET NO.
22
NOTES:
CD PROVIDE ALUMINUM SUPPORTS AND ALL NECESSARY HARDWARE FOR MOUNTING DISTRIBUTION PANEL.
® PROVIDE ALUMINUM SUPPORTS AND ALL NECESSARY HARDWARE FOR MOUNTING MINI POWER ZONE TRANSFORMER AND PANEL.
0 PROVIDED BY OTHERS.
0 MANUFACTURER SUPPLIED CABLE•
® PROVIDE ALUMINUM SUPPORTS AND ALL NECESSARY HARDWARE FOR MOUNTING NEMA 4X FIBERGLASS SUMP PUMP CONTROL PANEL•
® PROVIDED BY EQUIPMENT MANUFACTURER.
POINT LOMA WASTE WATER TREATMENT PLANT BIOLOGICAL AERATED FILTER PILOT STUDY
ELECTRICAL POWER PLAN
DATEBROWN AND NO. D TE REQ. REVISION DESCRIPTION RAW CK APD PE Et.l BY APPROVED DATE FILMEDA/CC DESCRIPTIONCALDWELL
...,rmo, "'"'--- ..... cONTROL ctRtficAfuH- -"""""""" .....- 188-1692I HORIZONTAL %" 1'-0 UMBERT COORDIHATES'f?JfCI' NOT TO SCALE. SCALE
DAlE STARTEDI VERTICAL NONE--=- 00000-22-0DAlE COWPL£TED
EXHIBIT B
PILOT TEST UNIT SPECIFICATIONS
Kruger Products 401 Harrison Oaks Blvd. TELEPHONE 919-677-8310 Ste. 100 FACSIMILE 919-677-0082 Cary, NC 27513
Technical Addendum to Proposal
USFilter/Kruger Products is pleased to provide an equipment list and technical specifications for the Biostyr® pilot test unit to be used at the referenced site.
BIOSTYR® Pilot Unit
Equipment
The Biostyr® pilot unit contains the following equipment: One (1) 36” OD tank Media (4.5 mm polystyrene beads) One (1) pH meter and transmitter One (1) dissolved oxygen meter and transmitter Two (2) flow meters and transmitters One (1) temperature sensor and transmitter One (1) 1700 gallon fiberglass backwash tank One (1) 0.75 HP/1725 RPM motor powering an agitator for backwash tank mixing One (1) 8.6 SCFM @ 100 PSIG air compressor with 60-gallon horizontal receiver One (1) compressed air dryer One (1) process air flow controller All necessary air distribution piping both for air grid and valves Two (2) air actuated butterfly valves with actuator and solenoid Two (2) manual butterfly valves for manual flow adjustments Two (2) submersible non-clog centrifugal pumps Two (2) check valves ensuring forward flow One (1) SCADA system to control and monitor process
Technical Specifications
Dimensions Biostyr® tower’s assembled height is 28’6” in height by 8’ wide by 8’ in
Length. Biostyr® tower’s shipping height is 18’6”. Biostyr® tower weighs approximately 10,000 LBS without water and
13,245 LBS loaded with water. Control Building is 8’2” in height by 7’7” wide by 12’3” in length Backwash drain tank is 6’6” OD fiberglass tank and weighs approximately
240 LBS without water and 15,000 LBS with water
Point Loma CA Biostyr Pilot Technical Addendum.doc 1 of 2
Kruger Products 401 Harrison Oaks Blvd. TELEPHONE 919-677-8310 Ste. 100 FACSIMILE 919-677-0082 Cary, NC 27513
Capacity Water: Nominal Flow: 16 GPM Minimum Flow: 7 GPM
Air: Forward flow: 2 CFM @ < 10 psi Backflush: 5 CFM @ < 10 psi
Hydraulic Connections: Influent: Customer supplies feed tank. Pre-wired, pre-piped pump is placed in feed tank. US Filter provides approximately 10’ of flex hose for immersion in feed tank. Customer provides a standard ¾” hose bib and sufficient garden hose to reach Biostyr® tower.
Effluent: One (1) 3”, 150 LB flange connection for backwash drain tank overflow One (1) 3” NPT valve to drain 1700 gallon backwash drain tank One (1) 4”, 150 LB flange connection for water back flush discharge
One (1) ¾” nipple connection for compressed air dryer discharge
Electrical Customer provides 480 volt, 100 Amp service.
Foundation Customer provides level paved surface to support the Biostyr® tower, the backwash drain tank, and field office.
Protocol, Data and Visitation Pilot study protocol must be agreed upon by both the client/engineer and US Filter prior to the start of treatment. US Filter reserves the right to all data collected (including Biostyr® running conditions and laboratory samples) by the client/engineer or US Filter. All data shall be shared between the client/engineer and US Filter at the time the data is collected or available. US Filter reserves the right to use any collected data. US Filter reserves the right to bring visitors to the pilot unit throughout the course of the study.
Point Loma CA Biostyr Pilot Technical Addendum.doc 2 of 2
DRAWING 42809811-385F 14
M I
0.1
0.1 I
Co
.--+---r~----~===--.
DO
7'-7" THE PRESENCE OF A PROFESSIONAL ENGINEERS SEAL ON THIS DRAWING INDICATES THAT A SIGNED AND SEALED ORIGINAL IS ON FILE.
8'
I
~
~ I
Co
BACKWASH TANK DRAIN VALVE
BIOSTYR PILOT SYSTEM SYSTEM LAYOUT
DRAWING 428098ll-385Fl
FEED PUMP/HOSE TO TOWER PROVIDED BY US FILTER/KRUGER PRODUCTS
4", 150 LB BACKWASH CONNECTION CUSTOMER TO ROUTE TO APPROPRIATE LOCATION
ONDEO Technical Data Sheet Degremont, Biofor™ Process
(2-Foot Column) Single Stage UnitInc.
Description: The Biofor™ Pilot Plant accurately simulates the Biofor™ process, a fixed-film aerobic biological treatment system. It operates on the principle of an upflow co-current flow of process and air. The media, Biolite, is an expanded clay material with a high specific area to provide a surface for the biomass to attach to and filter suspended solids.
Weight: - 10,000 lbs. (shipping) - 14,000 lbs. (operating)
Overall Plan Area: - 7’0” x 10’-0” (skid) - 8’0” diameter x 5’8” (clearwell)
Overall Height: - 22’-0”
Electrical Requirements: - 480V, 3 Phase, 25 amps - Raw Water Pump: 3.0 hp, 60 Hz - Backwash Pump: 1.5 hp, 60 Hz - Scour Air Compressor: 2 hp, 60 Hz - Process Air Compressor: 1 hp, 60 Hz
Connections: - Influent: 2” half coupling - Effluent: 4” male NPT - Service Water: 0.75” female connection
Page 1 of 2 April, 2002
ONDEO Technical Data Sheet Degremont, Biofor™ Process
(2-Foot Column) Single Stage UnitInc.
Process Data: - Column Area: 3.1 ft2
Parameters Process Carboneous Pollution
Nitrification Denitirification Removal Raw Water m/h (USGPM/ft2) Minimum 4 (1.64) 4 (1.64) --
Maximum 20 (8.20) 20 (8.20) 30 (12.26) Process Air m/h Minimum 4 4 --
Maximum 15-20 35 --Loadingskg/m3/d
(Maximum) COD
Suspended Solids Total BOD5
N-NH4
15 5 6 --
8 3 3
1.6
--------
NO3-N -- -- 4 Filter Run hours Maximum 48 48 24 Head Loss (Maximum) (per meter of media) 0.4 (16) 0.4 (16) --height m WC (in WC)
Page 2 of 2 April, 2002
ONDEO Technical Data Sheet Degremont, Biofor™ Process
(1-Foot Column) Single Stage UnitInc.
Description: The Biofor™ ”DN” Pilot Plant accurately simulates the Biofor™ “denitrification” process, a fixed-film anoxic biological treatment system. It operates on the principle of an upflow flow. The media, Biolite, is an expanded clay material with a high specific area to provide a surface for the biomass to attach to and filter suspended solids.
Weight: - 10,000 lbs. (shipping) - 12,000 lbs. (operating)
Overall Plan Area: - 7’0” x 10’-0” (skid) - 8’0” diameter x 5’8” (clearwell)
Overall Height: - 22’-0”
Electrical Requirements: - 480V, 3 Phase, 25 amps - Raw Water Pump: 3.0 hp, 60 Hz - Backwash Pump: 1.5 hp, 60 Hz
Connections: - Influent: 2” half coupling - Effluent: 4” male NPT - Service water: 0.75” female connection
Page 1 of 2 April, 2002
ONDEO Technical Data Sheet Degremont, Biofor™ “DN” Process
(1-Foot Column) Single Stage UnitInc.
Process Data: - Column Area: 0.78 ft2
Parameters Process Carboneous Pollution
Nitrification Denitirification Removal Raw Water m/h (USGPM/ft2) Minimum
Maximum 4 (1.64) 20 (8.20)
4 (1.64) 20 (8.20)
--30 (12.26)
Process Air SCFM Minimum
Maximum 4 15-20
4 35
----
Loading (Maximum) kg/m3/d COD
Suspended Solids Total BOD5
N-NH4
NO3-N
15 5 6 ----
8 3 3 1.6 --
--------4
Filter Run hours Maximum 48 48 24 Head Loss (Maximum) (per meter of media) height m WC (in WC)
0.4 (16) 0.4 (16) --
Page 2 of 2 April, 2002
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THIS DRAWING CONTAINS INFORMATION PROPRIETARY TD ONDEO DE&REMONT, INCORPORATED! IT IS SUBMITTED IN CONFIDENCE AND IS TO BE USED SOLELY FOR THE PURPOSE FOR WHICH IT JS FURNISHED AND RETURNED UPON REQUEST, THIS DRAWING AND SUCH INFORMATION IS NOT TO BE REPRODUCED. TRANSMITTED,
SECTIONAL ELEVATION REV
-· IEIICIII'1ICIII DAlE
DISCLOSED. OR USED OTHERWISE JN WHOLE t--t-------------------t--t--+--+----1 ~ IN PART WITHOUT THE ~ITTEN AUTHORIZATION OF ONOEO OEGREMONT, INCORPORATED.
REV
2'" INFLUENT IWT
,..----------------... .....-----------------.
; • •
...,....-- -- .......... ------------~-~~
AIR SCOUR
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PROCESS AIR BLOWER LADDER
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:t='-----~
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" •, '\\
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INFLUENT PUMP
CLEf\RWELL
PLAN VIEW
CLEARWELL
-· IEIICIII'1ICIII DAlE PROJECT INFORMATION
ORIGINAL ISSUE
Q 0
ONDEO De1remont, Inc. IWL OffDI Boz 718110 Blpbmorul, Vlq:m1& 1!112111YIIIID PH! (100) 448-11110
IY DAlE
~- L.LR GLOIS 0*'*' 11 J.LE ICKI _. J.LE ICKI
ori ONDEO "\ra Deeremont DO NOT SCALE
BIOFOR PILOT PLANT LAYOUT
IIZE
D !i1
I 032097-1427 ' -0 s:.u NONE ~~------------L--L-------------------L--L-~-~--~-~------------------~-~-~-~~-~--------------~~-----------~-~~---~-~~----------------L~~
