FA5205-15-R-0007-0001_Atch._3_Drawings_3_of_5(Revised).pdf

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

A L

I N

T E

G R

A T

E D

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

W

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

C T

O

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

S

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

R

B

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

F

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

Q K

K A

D

S d w g

P R

O C

E S

S

P

I P

I N

G

D

E M

O L I T

I O

N

S

I T

E

P

L A

N

M A

S

E

W

A S

T E

W A

T E

R

T

R E

A T

M E

P

A

N T

DS100

PROCESS PIPING DEMOLITION SITE PLAN

DS100 DS100

DEMOLITION SCHEDULE

200 MM STEEL AIRMAIN, BURIED: 175 M (574 FT)

350 MM STEEL AIRMAIN, BURIED: 70 M (230 FT)

250 MM STEEL DENITRIFICATION AIR, BURIED: 129 M (423 FT)

250 MM STEEL DENITRIFICATION AIR, BURIED: 132 M (433 FT)

150 MM STEEL EQUALIZATION AIR, BURIED: 42 M (138 FT)

350 MM STEEL INFLUENT, BURIED / ABOVE GRADE: 12 M (39 FT)

4 3

P.O.D.

P.O.D.

D

E N

D U

M

J K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

S-

0.

dw g, L ay ou t1 , 5

/7 /2

9:

:4

AM

, p ko la rik , 1

:1

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

Q K

K A

D

S d w g

P R

O C

E S

S

P

I P

I N

G

S

I T

E

P

L A

N

M A

S

E

W

A S

T E

W A

T E

R

T

R E

A T

M E

A

N T

DS101

PROCESS PIPING SITE PLAN

DS101 DS101

SITE PIPING SCHEDULE

350 MM CLASS 52 CLDI AIRMAIN, BURIED: 56 M (183 FT)

150 MM CLASS 52 CLDI AIRMAIN, BURIED: 56 M (183 FT)

350 MM C900 DR 18 PVC RECIRC, BURIED: 121 M (397 FT)

250 MM C900 DR 18 PVC RAS, BURIED: 136 M (446 FT)

100 MM C900 DR 18 PVC SCUM, BURIED: 35 M (114 FT)

NOTES:

A. BURY NEW CLDI AIRMAIN PIPING AT SAME

ELEVATION, AND PARALLEL TO, EXISTING

AIRMAIN PIPING

B. EXCAVATE EXISTING PIPING AND ELECTRICAL

DUCT BANKS. ROUTE AIRMAINS OVER / UNDER

TO BEST FIT CONDITIONS IN THE FIELD.

3 4

P.O.C.

350 MM

BLIND

FLANGE

P.O.C.

250 MM

BLIND

FLANGE

A

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

S-

1.

dw g, L ay ou t1 , 5

/7 /2

9:

:3

AM

, p ko la rik

GRIT PUMP (TYP. 2)

INFLUENT PUMPS WITH

BASE ELBOW AND

SLIDERAIL SYSTEM (TYP. 4)

50MM DISCHARGE

HOSE (TYP. 2)

200 MM SCH. 10 304L SST STILLING

WELL. RIGIDLY ATTACH TO WALL

WITH 65 MM X 65 MM X 8 MM SST

ANGLES AND HARDWARE

Q K

K A

D

P d w g

1-

P I P

I N

G

P

L A

N

H E

A D

W O

R K

S

B

U I L D

I N

G

B

DP110

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

TANK LEVEL PLAN

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP110 DP110

DP110 DP311

DP110 DP311

DP110 DP310

PIPING SCHEDULE

50 MM GRIT PUMP DISCHARGE HOSE: 8.5 M (28 FT)

200 MM SCH. 40 SST INFLUENT PUMP DISCHARGE: 20.5 M (67 FT)

B1191 EQUIPMENT SCHEDULE

43 21 13.06 VORTEX PUMPS

43 21 39.28 SUBMERSIBLE NON-CLOG PUMPS

A

B

A

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

0.

dw g, L ay ou t1 , 5

/7 /2

9:

:4

AM

, p ko la rik

UP

50 MM BALL VALVE (TYP. 3)

350 MM SST BLIND FLANGE

350 MM SCH. 40 SST

DISCHARGE HEADER

CONNECT TO EXISTING

350 MM FLANGE P.O.C.

200 MM SST KNIFE GATE

VALVE (TYP. 4)

100 MM SCH. 40 SST DRAIN LINE -

CONNECT TO EXISTING 100 MM

DRAIN LINE P.O.C

50 MM CHECK VALVE (TYP. 2)

INSTALL SALVAGED QUICK

DISCONNECT COUPLINGS

(TYP. 2)

CONNECT 50 MM SCH. 40 SST TO

EXISTING 50 MM PVC (TYP. 2) P.O.C

INFLUENT FLOW METER

TRANSDUCER W/ SST

MOUNTING BRACKET

INFLUENT FLOW METER

TRANSDUCER LOCATION

P.O.C.

COARSE SCREEN IN EXISTING

CHANNEL (TYP. 2)

INFLUENT SAMPLER

GROUT FILL STILLING WELL

SST STOP GATE (TYP. 2)

SAWCUT CHANNEL WALLS AND

INVERT AND GROUT IN NEW STOP

GATE FRAMES (TYP. 2)

SST STOP GATE (TYP. 2)

SAWCUT CHANNEL TOP, WALLS,

AND INVERT AND GROUT IN NEW

STOP GATE FRAMES (TYP. 2)

NOTE:

CORE DRILL AND LINK SEAL PIPE

PENETRATIONS THROUGH EXISTING

CONCRETE WALLS AND SLABS UNLESS NOTED

OTHERWISE. SLEEVE PIPE PENETRATIONS

THROUGH NEW CONCRETE WALLS AND SLAB.

INSPECTION PORT IN EXISTING

CONCRETE FLOOR SLAB

ABOVE STILLING WELL - SEE

DETAIL ON SHEET DP548

DP111 DP311

Q K

K A

D

P d w g

P I P

I N

G

P

L A

N

H E

A D

W O

R K

S

B

U I L D

I N

G

B

DP111

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

LOWER LEVEL PLAN

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit the cell to the left of this one (cell

"C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP111 DP311

DP111 DP111

DP111 DP312

DP111 DP310

DP111 DP310

B1191 PIPING SCHEDULE

100 MM SCH. 40 SST DRAIN: 6.7 M (22 FT)

350 MM SCH. 40 SST DISCHARGE HEADER: 4.1 M (13 FT)

50 MM SCH. 40 SST GRIT PUMP DISCHARGE: 1.8 M (6 FT)

B1191 EQUIPMENT SCHEDULE

46 21 26.00 MECHANICALLY CLEANED BAR SCREENC

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

1.

dw g, L ay ou t1 , 5

/7 /2

9:

:5

AM

, p ko la rik

DOWN

Q K

K A

D

P d w g

1-

P I P

I N

G

P

L A

N

H E

A D

W O

R K

S

B

U I L D

I N

G

B

DP112

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

GRADE LEVEL PLAN

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit the cell to the left of this one (cell

"C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP112 DP112

DP112 DP311

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

2.

dw g, L ay ou t1 , 5

/7 /2

9:

:1

AM

, p ko la rik

ANOXIC STAGE

TANK AN-1

TANK AN-2

TANK AN-3

TANK AN-4

TANK A-1

TANK A-2

TANK A-3

TANK A-4

AEROBIC STAGE 'A'

AEROBIC STAGE 'B'

TANK B-1

TANK B-2

TANK B-3

TANK B-4

TANK C-1

TANK C-2

TANK C-3

TANK C-4

AEROBIC STAGE 'C'

CHLORINE CONTACT TANK

CHLORINE CONTACT TANK

FINAL CLARIFIER

RAS

TANK

RAS

TANK

SCUM

TANK

(ZONE 2)(ZONE 1) (ZONE 3)

(ZONE 2)(ZONE 1) (ZONE 3)

(ZONE 2)(ZONE 1) (ZONE 3)

(ZONE 2)(ZONE 1) (ZONE 3)

(ZONE 2)

(ZONE 2)

(ZONE 2)

(ZONE 2)

(ZONE 1)

(ZONE 1)

(ZONE 1)

(ZONE 1)

(ZONE 3)

(ZONE 3)

(ZONE 3)

(ZONE 3)

SLUDGE THICKNERSLUDGE THICKNER

FINAL CLARIFIER

AEROBIC DIGESTER

(ZONE 2)(ZONE 1) (ZONE 3)

305 MM PARSHALL FLUME -

SEE DETAILS ON SHEET DP547

SEE SHEET DP543

FOR TYP. CLARIFIER

DETAILS

SEE SHEET DP543

FOR TYP. AERATION

DETAILS

SCUM

TANK

SEE SHEET DP143

FOR TYP. CLARIFIER

PIPING PLAN

VALVE VAULT

VALVE VAULT

NOTE:

CORE DRILL AND LINK SEAL PIPE PENETRATIONS

THROUGH EXISTING CONCRETE WALLS AND

SLABS UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW CONCRETE

WALLS AND SLAB.

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

PIPING SCHEDULE

MODIFY AERATION

HEADER TO FACILITATE

PUMP INSTALLATION

SLUDGE TRANSFER

PUMP (TYP. 2)

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

EQUIPMENT SCHEDULE

A

A A A

A A A

A A A

A A A

A A A

A

A

A

A

A

A

A

A

B

B

C C

C C

C C

C C

F

1 2

Q K

K A

D

P d w g

L O

W E

R

L E

V E

L

P

I P

I N

G

P

L A

N

T R

E A

T M

E N

T

W

O R

K

DP140

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

LOWER LEVEL PIPING PLAN

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP140 DP140

DP140 DP340

DP140 DP340

DP140 DP341

DP140 DP342

DP140 DP341

DP140 DP342

DP140 DP342

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

0.

dw g, L ay ou t1 , 5

/7 /2

9:

:3

AM

, p ko la rik

ANOXIC STAGE

TANK AN-1

TANK AN-2

TANK AN-3

TANK AN-4

TANK A-1

TANK A-2

TANK A-3

TANK A-4

AEROBIC STAGE 'A'

AEROBIC

STAGE 'B'

TANK B-1

TANK B-2

TANK B-3

TANK B-4

TANK C-1

TANK C-2

TANK C-3

TANK C-4

AEROBIC STAGE 'C'

CHLORINE CONTACT TANK #2

CHLORINE CONTACT TANK #1

SLUDGE

THICKNER

FINAL CLARIFIER #2

RAS

TANK

RAS

TANK

SCUM

TANK

(ZONE 2)

(ZONE 1) (ZONE 3)

(ZONE 2)

(ZONE 1)

(ZONE 3)

(ZONE 2)

(ZONE 1)

(ZONE 3)

(ZONE 2)

(ZONE 1)

(ZONE 3)

(ZONE 2)

(ZONE 2)

(ZONE 2)

(ZONE 2)

(ZONE 1)

(ZONE 1)

(ZONE 1)

(ZONE 1)

(ZONE 3)

(ZONE 3)

(ZONE 3)

(ZONE 3)

SLUDGE

THICKNER

FINAL CLARIFIER #1

AEROBIC DIGESTER

(ZONE 2)(ZONE 1) (ZONE 3)

(8) 15 MM CAUSTIC SODA

SEE SHEET DP543

FOR TYP. CLARIFIER

DETAILS

SCUM

TANK

VALVE VAULT

WITH SUMP PIT

SEE SHEET DP143

FOR TYP. CLARIFIER

PIPING PLAN

VALVE VAULT

100 MM CLASS

52 CLDI WAS

250 MM C900

DR 18 PVC RAS

100 MM C900 DR

18 PVC SCUM

350 MM C905 DR

18 PVC RECIRC.

SEE SHEET DP144

FOR LARGE SCALE

PLAN THIS AREA

SEE SHEET DP144

FOR LARGE SCALE

PLAN THIS AREA

100 MM SCH. 10

304L SST WAS

250 MM CL 52

CLDI RAS UP TO

SPLITTER BOX

350 MM CL 52

CLDI RECIRC.

UP TO SPLITTER

BOX

350 MM SCH. 10

304L SST INFLUENT

300 MM SCH. 10 304L SST

MICROSCREEN OVERFLOW

300 MM SCH. 10 304L SST

MICROSCREEN OVERFLOW

300 MM SCH. 10

304L SST DOWN

FROM SPLITTER

BOX (TYP. 2)

NOTE:

CORE DRILL AND LINK SEAL PIPE PENETRATIONS

THROUGH EXISTING CONCRETE WALLS AND

SLABS UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW CONCRETE

WALLS AND SLAB.

350 MM CL 52

CLDI RECIRC.

350 MM PLUG

VALVE (TYP. 2).

350 MM CHECK

VALVE (TYP. 2).

RECIRC. PUMP

(TYP. 2).

SEE SHEET DP145

FOR LARGE SCALE

PLAN THIS AREA

350 MM CLASS

52 CLDI

RECIRC.

(TYP. 2)

EXISTING PLANT

DRAIN MANHOLE

100 MM D.I. SCUM

250 MM CLASS 52 CLDI RAS

350 MM CLASS

52 CLDI RECIRC.

350 MM CL 52

CLDI INFLUENT

100 MM CLASS 52

CLDI SUMP PUMP

BASE ELBOW AND

DISCHARGE (TYP. 12

LOCATIONS)

(4) 15 MM ALUM

(2) 15 MM SODIUM

HYPOCHLORITE

(4) 15 MM METHANOL

EXISTING (4) ALUM

AND (2) SODIUM

HYPOCHLORITE

15 MM METHANOL

ELBOW DOWN (TYP. 4)

15 MM SODIUM

HYPOCHLORITE INTO

CHANNEL

15 MM ALUM WITH BALL

VALVE AND ELBOW DOWN

(TYP. 4)

15 MM CAUSTIC SODA WITH

ELBOW DOWN (TYP. 4)

15 MM ALUM WITH BALL

VALVE AND ELBOW DOWN

(TYP. 4)

SEE STRUCTURAL DRAWINGS

FOR OPENINGS CUT IN

EXISTING WALL (TYP.)

(4) 15 MM METHANOL

EXISTING (1) METHANOL

AND (2) CAUSTIC SODA

(TYP. 4 LOCATIONS)

15 MM CAUSTIC SODA

WITH ELBOW DOWN

(TYP 4)

15 MM ALUM. WITH

BALL VALVE AND

ELBOW DOWN (TYP 4)

15 MM SODIUM HYPOCHLORITE

INTO RAS PIPES (TYP. 2)

350 MM MAGNETIC

FLOW METER

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

PIPING SCHEDULE

STILLING WELL - (TYP. 3)

SEE NOTE THIS SHEET

STILLING WELLS:

200 MM SCH. 10 304L SST STILLING WELL.

RIGIDLY ATTACH TO WALL WITH 65 MM X 65 MM

X 8 MM SST ANGLES AND HARDWARE (BOTTOM

OF WELL 300 MM ABOVE SLAB - TOP OF WELL

300 MM BELOW TOP OF TANK)

STILLING WELLSTILLING WELL

OFFSET WITH 100 MM 90°

BENDS TO MATCH INVERT

OF EXISTING MANHOLE

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

EQUIPMENT SCHEDULE

A

C C

C

C

C

C

C

C

E

D D

F

F

G

B

B

7 TYP. 12

NOTE:

METHANOL PIPING SHALL BE SCH. 40 316L SST

CAUSTIC SODA PIPING SHALL BE SCH. 80 PVC

ALUM PIPING SHALL BE SCH. 80 PVC

SODIUM HYPOCHLORITE PIPING SHALL BE SCH. 80 PVC

Q K

K A

D

P d w g

W A

T E

R W

Y

P

I N

G

P

L A

N

T R

E A

T M

E N

T

W

O R

DP141

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

WATERWAY PIPING PLAN

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP141 DP141

DP141 DP340

DP141 DP340

DP141 DP341

DP141 DP342

DP141 DP341

DP141 DP342

DP141 DP342

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

1.

dw g, L ay ou t1 , 5

/7 /2

9:

:5

AM

, p ko la rik

150 MM SCH. 40 304L SST AIRMAIN

FROM DIGESTER BLOWERS - SEE

PROCESS PIPING SITE PLAN FOR

CONTINUATION

350 MM SCH. 10 304L SST AIRMAIN

150 MM SCH. 10 304L SST AIRMAIN

350 MM SCH. 40 304L SST AIRMAIN

FROM EXISTING BLOWERS - SEE

PROCESS PIPING SITE PLAN FOR

CONTINUATION

100 MM SCH. 40 304L SST AIR DROP

LEG WITH 100 MM BUTTERFLY VALVE

TO AERATION SYSTEM (TYPICAL)

350 MM SCH. 10 304L SST AIRMAIN

20 MM SST BALL VALVE AT

BOTTOM OF 150 MM AIRMAIN

100 MM SCH. 40 304L SST AIR

DROP LEG WITH 100 MM

BUTTERFLY VALVE TO AERATION

SYSTEM (TYPICAL)

250 MM SCH. 10 304L SST AIRMAIN

250 MM SCH. 10 304L SST AIRMAIN

20 MM SST BALL VALVE AT

BOTTOM OF 350 MM PIPE

350 x 150 MM 304L SST

CONCENTRIC REDUCER

150 MM SCH. 10

304L SST AIRMAIN

150 MM SCH. 10

304L SST AIRMAIN

20 MM SST BALL VALVE AT

BOTTOM OF 150 MM PIPE

100 MM SCH. 40 304L SST AIR

DROP LEG WITH 100 MM

BUTTERFLY VALVE TO

AERATION SYSTEM (TYPICAL)

20 MM SST BALL VALVE AT

BOTTOM OF 150 MM PIPE

20 MM SST BALL VALVE AT

BOTTOM OF 150 MM PIPE

150 MM SCH. 10

304L SST AIRMAIN

200 MM SCH. 10

304L SST AIRMAIN

PRESSURE MONITORING BOX

ON SST PEDESTAL (TYP. 1 AT

EACH DROP LEG)

FE

FE

FE

FE

FE

1/32/3

1/3 2/3

1/3 2/3

AERATION TOTAL

AIRFLOW METER

DIGESTER TOTAL

AIRFLOW METER

AEROBIC STAGE 'A' AIRFLOW

METER (TYP. 2)

AEROBIC STAGE 'C'

AIRFLOW METER

ACCESS OPENINGS IN

COVER SLAB (TYP.) - SEE

STRUCTURAL DRAWINGS

SLUDGE THICKNERSLUDGE THICKNER

SEE SHEET DP145

FOR LARGE SCALE

PLAN THIS AREA

LSH 62100

LSL 62100

AE / AIT

33145

33150

AE / AIT

33245

33250

AE / AIT

33345

33350

AE / AIT

33445

33450

AE / AIT

34145

34150

AE / AIT

34245

34250

AE / AIT

34345

34350

AE / AIT

34445

34450

AE / AIT

32145

32150

AE / AIT

32245

32250

AE / AIT

32345

32350

AE / AIT

32345

32350

LE / LIT

41105

PE / LT 42100

LSH / LSL 42100

LSH / LSL

42200

PE / LT

42200

LE / LIT

41205

AE / AIT

51105

AE / AIT 31463

AE / AIT 31363

AE / AIT 31263

AE / AIT 31163

AE / AIT

31261

AE / AIT

31161

AE / AIT

31461

AE / AIT

31361

AE / AIT

51115

LE / FIT

51250

(EXISTING)

LSA-S1100

LSB-S1100

LSC-S1100

350 MM SCH. 10 304L

SST INFLUENT

350 MM MAGNETIC

FLOW METER

350 MM CL 52 CLDI

INFLUENT

250 MM SCH. 10 304L SST

MICROSCREEN INFLUENT (TYP. 4)

300 MM SCH. 10 304L SST

MICROSCREEN OVERFLOW

MIXER DRIVE

ASSEMBLY (TYP. 8)

300 MM SCH. 10 304L SST

MICROSCREEN OVERFLOW

250 MM KNIFE GATE

VALVE (TYP. 4)

250 MM FLEXIBLE

CONNECTOR (TYP. 4)

350 MM SCH. 10 304L

SST MICROSCREEN

INFLUENT WITH BLIND

FLANGE AT BOTH ENDS

NOTE:

CORE DRILL AND LINK SEAL PIPE PENETRATIONS

THROUGH EXISTING CONCRETE WALLS AND

SLABS UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW CONCRETE

WALLS AND SLAB.

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

PIPING SCHEDULE

SG31191

SG31291

SG31391

SG31491

SG31012

SG32101

SG32201

SG31023

SG32301

SG31034

SG32401

SG32191

SG32012

SG32291

SG32023

SG32391

SG32491

SG32095

SG33101

SG33201

SG33301

SG33401

SG33191

SG33291

SG33391

SG33491

SG34101

SG33095

SG34001

SG33096

SG34096

SG34191

SG34201

SG34401

SG34301

SG34291

SG34391

SG34491

SG41002

SG41001

SG51321

SG51311

SG51319

SG51329

SPLITTER BOX - SEE

SHEET DP540

INSPECTION PORT IN EXISTING

CONCRETE FLOOR SLAB ABOVE

STILLING WELL (TYP. 3) - SEE

DETAIL ON SHEET DP548

INSPECTION

PORT

SG32034

FINAL CLARIFIER #2

FINAL CLARIFIER #1

LSL 43200

LSL 43100

PE / LT

62100

EXISTING / RELOCATED

AE /AIT 51105

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

EQUIPMENT SCHEDULE

A

B

B

H

H

C

E

D D

5 5

NOTE:

COORDINATE ACCESS OPENING SIZES WITH

PUMP MANUFACTURER FOR SUBMERSIBLE

PUMP AND SLIDE RAILS SYSTEM.

INSPECTION

PORT

Q K

K A

D

P d w g

T O

P

L E

V E

L

P

I P

I N

G

P

L A

N

T R

E A

T M

E N

T

W

O R

DP142

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

TOP LEVEL PIPING PLAN

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP142 DP142

DP142 DP342

DP142 DP340

DP142 DP341

DP142 DP342

DP142 DP341

DP142 DP340

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

2.

dw g, L ay ou t1 , 5

/7 /2

9:

:2

AM

, p ko la rik

450 MM CL 52 CLDI

INFLUENT

SCUM TROUGH

SKIMMER ASSEMBLY

250 MM CL 52 CLDI RETURN

SLUDGE

SCUM BAFFLE

EFFLUENT TROUGH

UNITUBE HEADER

EFFLUENT DROP BOX

ACCESS BRIDGE

NOTE:

SEE SHEET DP343 FOR TYPICAL

CLARIFIER PIPING SECTION

150 MM CL 52 CLDI SCUM

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

EQUIPMENT SCHEDULE

A

B

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

WATERWAY PIPING SCHEDULE

Q K

K A

D

P d w g

T Y

P I C

A L

C

L A

R I F

I E

R

P

L A

N

T R

E A

T M

E N

T

W

O R

DP143

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

TYPICAL CLARIFIER PIPING PLAN

DP140 DP143

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

3.

dw g, L ay ou t1 , 5

/7 /2

9:

:4

AM

, p ko la rik

FINAL CLARIFIER

RAS

TANK

SCUM

TANK

SCUM

TANK

VALVE VAULT WITH SUMP PIT

VALVE VAULT

100 MM C900 DR 18

PVC SCUM

350 MM CL 52 CLDI

RECIRC (TYP. 2)

350 MM FLOW

METER (TYP. 2)

350 MM PLUG

VALVE (TYP. 2)

150 MM PLUG

VALVE (TYP. 2)

150 MM CL 52 CLDI

CHANNEL DRAIN

350 MM M.J. 90° BEND

(TYP. 2)

250 X 250 X 100MM TEE

250 MM FLOW METER

250 MM MOTOR OPERATED

PLUG VALVE

350 MM C905 DR 18

PVC RECIRC. (TYP. 2)

250 MM C900 DR 18

PVC RAS (TYP. 2)

250 MM M.J. 90°

BEND (TYP. 2)

100 MM CHECK VALVE

100 MM PLUG VALVE

250 X 250 X 150 MM

LATERAL (TYP. 4)

100 MM M.J. 45° BEND

150 MM CHECK VALVE (TYP. 4)

150 MM PLUG VALVE (TYP. 4)

250 MM BLIND

FLANGE (TYP. 2)

NOTE:

CORE DRILL AND LINK SEAL PIPE

PENETRATIONS THROUGH EXISTING

CONCRETE WALLS AND SLABS

UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW

CONCRETE WALLS AND SLAB.

SUBMERSIBLE

SCUM PUMP (TYP. 2)

SUBMERSIBLE RAS

PUMP (TYP. 4)

100 MM CL 52 CLDI WAS

350 MM CL 52 CLDI

RECIRC. (TYP. 2)

200 MM SCH. 10 304L SST STILLING WELL.

RIGIDLY ATTACH TO WALL WITH 65 MM X 65

MM X 8 MM SST ANGLES AND HARDWARE.

(BOTTOM OF WELL 300 MM ABOVE SLAB -

TOP OF WELL 300 MM BELOW TOP OF TANK)

STILLING WELL (TYP.

EACH SCUM TANK) -

SEE NOTE THIS SHEET

RAS

TANK

STILLING WELLS:

200 MM SCH. 10 304L SST STILLING WELL.

RIGIDLY ATTACH TO WALL WITH 65 MM X

65 MM X 8 MM SST ANGLES AND

HARDWARE (BOTTOM OF WELL 300 MM

ABOVE SLAB - TOP OF WELL 300 MM

BELOW TOP OF TANK)

15 MM SCH. 80 PVC

SODIUM

HYPOCHLORITE

250 MM CL 52 CLDI RAS

SUMP

100 MM CL 52 CLDI SCUM

100 MM CL 52 CLDI SCUM

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

EQUIPMENT SCHEDULE

A

E

E

F

F

P PPP

P P

100 MM ISO-RING (TYP. 2)

150 MM ISO-RING (TYP. 4)

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

WATERWAY PIPING SCHEDULE

4 4

Q K

K A

D

P d w g

R A

S

S

C U

M

T

A N

P

I N

G

P

L A

N

T R

E A

T M

E N

T

W

O R

DP144

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

RAS / SCUM TANKS PIPING PLAN

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP141 DP144

DP144 DP347

DP144 DP347

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

4.

dw g, L ay ou t1 , 5

/7 /2

9:

:0

AM

, p ko la rik

NOTE:

CORE DRILL AND LINK SEAL PIPE

PENETRATIONS THROUGH EXISTING

CONCRETE WALLS AND SLABS

UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW

CONCRETE WALLS AND SLAB.

GRAVITY THICKNER DRIVE

ASSEMBLY (TYP. 2)

Ø

150 MM SCH. 10 304L

SST INFLUENT

150 MM SCH. 10 304L

SST INFLUENT

100 MM SCH. 10

304L SST WAS

Ø

AIRLIFT PIPING - SEE

DETAIL ON SHEET DP348

SLUDGE BOX - SEE DETAIL

ON SHEET DP348 FOR

INLET AND OUTLET PIPING

REQUIREMENTS

P.O.C. - RECONNECT 150 MM SCH. 10 304L

SST THICKNER PIPING FROM UNDERSIDE

OF WEIR TROUGH TO EXISTING 150 MM

GALVANIZED STEEL SUPERNATANT PIPING

FROM UNDERSIDE OF WEIR TROUGH

P.O.C. - PLUG EXISTING 100 MM

SCUM PIPING AT INTERIOR

WALL WATER TIGHT.

P.O.C. - RECONNECT 150 MM SCH. 10 304L

SST THICKNER PIPING FROM UNDERSIDE

OF WEIR TROUGH TO EXISTING 150 MM

GALVANIZED STEEL SUPERNATANT PIPING

FROM UNDERSIDE OF WEIR TROUGH

P.O.C. - PLUG EXISTING 100 MM

SCUM PIPING AT INTERIOR

WALL WATER TIGHT.

150 MM SCH. 10 304L SST TO

AEROBIC DIGESTER. FOLLOW

ROUTE OF EXISTING PIPING

150 MM KNIFE GATE VALVE (TYP.

2) MODIFY ACCESS COVER

ABOVE AS NECESSARY FOR

VALVE STEM AND HAND WHEEL

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

EQUIPMENT SCHEDULE

A

D

D

D

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

WATERWAY PIPING SCHEDULE

NOTE:

SEE SHEET DP146 FOR

TREATMENT WORKS (83108)

TOP LEVEL PIPING SCHEDULE

P.O.C. (TYP. 2)

P.O.C.

Q K

K A

D

P d w g

S L

U D

G

H I C

K N

P

I N

G

P

L A

N S

T R

E A

T M

E N

T

W

O R

DP145

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

SLUDGE THICKNER TOP PLAN

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP142 DP145

DP145 DP348

SLUDGE THICKNER PIPING PLAN

DP141 DP145

DP145 DP348

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

5.

dw g, L ay ou t1 , 5

/7 /2

9:

:2

AM

, p ko la rik

K A

D

P d w g

P I P

I N

G

S

C H

E D

U L E

S

A

U

I P

M E

H

E D

U L E

S

T R

E A

T M

E N

T

W

O R

DP146

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

50 0 mm 25 50

1:1000_1

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

83108 LOWER LEVEL PIPING SCHEDULE

100 MM DIFFUSER HEADERS: 1040.8 M (3415 FT)

100 MM MANIFOLD: 74.9 M (246 FT)

100 MM DROP LEG: 150.4 M (494 FT)

100 MM SLUDGE TRANSFER PUMP DISCHARGE: 15.3 M (50 FT)

83108 WATERWAY PIPING SCHEDULE

350 MM INFLUENT: 14.7 M (48 FT)

300 MM MICROSCREEN OVERFLOW: 33.9 M (111 FT)

250 MM RAS: 36.8 M (121 FT)

150 MM RAS: 10.8 M (36 FT)

350 MM RECIRC.: 73.4 M (241 FT)

150 MM SLUDGE BOX DISCHARGE: 7.6 M (25 FT)

100 MM SUMP PUMP DISCHARGE: 83.2 M (273 FT)

100 MM WAS: 61.9 M (203 FT)

150 MM CHANNEL DRAIN: 16 M (53 FT)

100 MM SCUM: 7.8 M (26 FT)

450 MM CLARIFIER INFLUENT: 18.8 M (62 FT)

250 MM CLARIFIER RETURN SLUDGE: 17.2 M (57 FT)

83108 TOP LEVEL PIPING SCHEDULE

350 MM INFLUENT: 10.4 M (34 FT)

250 MM INFLUENT: 5 M (16 FT)

300 MM MICROSCREEN OVERFLOW: 2.7 M (9 FT)

100 MM SLUDGE BOX INFLUENT: 20 M (66 FT)

100 MM SLUDGE BOX DISCHARGE: 2.6 M (9 FT)

350 MM AERATION HEADER: 27.3 M (90 FT)

250 MM AERATION HEADER: 14.6 M (48 FT)

200 MM AERATION HEADER: 1.9 M (6 FT)

150 MM AERATION HEADER: 69.7 M (229 FT)

83108 EQUIPMENT SCHEDULE

46 51 33.00 FINE BUBBLE AERATION EQUIPMENT

46 43 21 CIRCULAR CLARIFIER EQUIPMENT

43 22 56.20 HYPERBOLIC MIXERS

46 71 13.00 SLUDGE THICKENERS

40 91 23.33 MAGNETIC FLOW METERS

43 21 13.07 SUBMERSIBLE CENTRIFUGAL SOLIDS

HANDLING PUMPS - SCREW TYPE IMPELLER

43 21 39.28 SUBMERSIBLE NON-CLOG PUMPS

46 21 99.10 MICROSCREEN SYSTEM

A

B

C

D

E

F

G

H

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

6.

dw g, L ay ou t1 , 5

/7 /2

9:

:4

AM

, p ko la rik

CENTRIFUGE ON EXISTING

CONCRETE SUPPORTS. MODIFY

CONCRETE AS NEEDED TO

ACCOMMODATE CENTRIFUGE

MODIFY EXISTING WALKWAY

PLATFORM AS NEEDED TO

ACCOMMODATE CENTRIFUGE

SAND BLAST AND REPAINT

EXISTING WATER SUPPLY TANK

SAND BLAST AND REPAINT

EXISTING SLUDGE SERVICE TANK

CENTRIFUGE ROOM

BLOWER ROOM

POLYMER SYSTEM ON

CONCRETE EQUIPMENT PAD

WITH CONTAINMENT CURB

(SEE SHEET DP570 FOR DETAILS)

ACCESS STAIR AND

PLATFORM (SEE SHEET

DP570 FOR DETAILS)

SEE SHEET DP171 FOR LARGE

SCALE PLAN OF THIS AREA

PROVIDE BLIND FLANGE WITH

350 MM SCH. 10 304L SST

AIRMAIN TAPPED CONNECTION

P.O.C.

350 MM BUTTERFLY VALVE

350 MM SCH. 10 304L SST AIRMAIN

TRANSITION 150 MM AND 350

MM AIRMAINS FROM SCH. 10

SST TO CLASS 52 CLDI AT A

POINT 0.3 M ABOVE THE FLOOR

SEE PIPING SITE PLAN SHEET

DS101 FOR CONTINUATION

150 MM SCH. 10

304L SST AIRMAIN

CORE DRILL AND LINK SEAL 150 MM

AND 350 MM PIPE PENETRATIONS

THROUGH FLOOR SLAB

CENTRIFUGE

FEED PUMP

ELECTRICAL ROOM

DIGESTER BLOWERS

CHEMICAL TANK ROOM

SEE SHEET DP172 FOR LARGE

SCALE PLAN OF THIS AREA

ROUTE PIPING TO AVOID EXISTING

PIPING AND ELECTRICAL CONDUIT

/ CABLE TRAY

WELDED CAP OR BLIND

FLANGE (TYP. 2)

NOTE:

CORE DRILL AND LINK SEAL PIPE PENETRATIONS

THROUGH EXISTING CONCRETE WALLS AND

SLABS UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW CONCRETE

WALLS AND SLAB.

PAINT EXISTING BLOWER

DISCHARGE HEADER,

PER DIVISION 9

Q K

K A

D

P d w g

P I P

I N

G

P

L A

N S

C O

N T

R O

L

B

U I L

D I N

G

B

DP170

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

GRADE LEVEL PLAN

UPPER LEVEL PLAN

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP170 DP370

DP170 DP370

DP170 DP370

DP170 DP170

DP170 DP170

DP170 DP370

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

0.

dw g, L ay ou t1 , 5

/7 /2

9:

:0

AM

, p ko la rik

CENTRIFUGE ROOM

CENTRIFUGE ON CONCRETE PIERS

ON TOP OF EXISTING CONCRETE

SUPPORTS. SEE STRUCTURAL

DRAWINGS FOR MODIFICATIONS

TO EXISTING CONCRETE

SAND BLAST AND REPAINT

EXISTING WATER SUPPLY TANK

SAND BLAST AND REPAINT

EXISTING SLUDGE SERVICE TANK

ULTRASONIC LEVEL SENSOR.

MOUNT ON TOP OF EXISTING

TANK, PROVIDE NEW

MOUNTING FLANGE.

SLUDGE DAY TANK MIXER. MOUNT

ON TOP OF EXISTING TANK, USING

EXISTING MIXER BRIDGE

100 MM BLIND FLANGE

P.O.C.

50 MM BALL VALVE

50 MM IN-LINE WATER

BOOSTER PUMP. CONNECT TO

EXISTING 50 MM WATER LINE

NOTE:

WATER SUPPLY AND SLUDGE

FEED PIPING TO EXISTING TANKS

SHALL REMAIN IN PLACE.

125 MM x 150 MM FLEXIBLE CONNECTOR

CENTRIFUGE FEED PUMP ON 100 MM

THICK CONCRETE BASE

150 MM ISO-RING WITH PRESSURE SWITCH

150 MM x 150MM

FLEXIBLE CONNECTOR

150 MM PLUG VALVE

150 MM SCH. 10 304L

SST PUMP SUCTION

150 MM SCH. 10 304L

SST PUMP DISCHARGE

P.O.C.

150 MM SCH. 10 304L

SST PUMP SUCTION

80 MM FLEXIBLE CONNECTOR

EXISTING MONORAIL BEAM ABOVE

PI

TO EXISTING WATER SUPPLY

EXISTING 100 MM DRAIN

100 MM x 150 MM

FLEXIBLE CONNECTOR

EXISTING 100 MM DRAIN

EXISTING 100 MM STEEL DRAIN

EXISTING 100 MM

STEEL DRAIN

150 MM x 80 MM CONCENTRIC REDUCER

50 MM SCH. 40 304L SST

FLUSHING WATER

EXISTING 100 MM STEEL DRAIN

50 MM SCH. 80 PVC

POLYMER SOLUTION

25 MM SCH. 80 PVC

50 MM x 25 MM FLEX.

CONNECTOR

25 MM SCH. 40 304L SST

WATER SUPPLY TO

DIVERTER SYSTEM

50 MM SCH. 40 304L

SST WATER SUPPLY

EXISTING 50 MM STEEL

POLYMER SYSTEM DRAIN

POLYMER SYSTEM ON

CONCRETE EQUIPMENT PAD

WITH CONTAINMENT CURB

(SEE SHEET DP570 FOR DETAILS)

ACCESS STAIR AND

PLATFORM (SEE SHEET

DP570 FOR DETAILS)

40 MM FLEXIBLE CONNECTOR (TYP. 2)

50 MM SCH. 80 PVC

SOLUTION TRANSFER

25 MM I.D. FLEXIBLE HOSE

P.O.C.

40 MM SCH. 40 304L SST

MAKEUP WATER SUPPLY

40 MM SCH. 40 304L SST

MAKEUP WATER SUPPLY

40 MM SCH. 40 304L SST

DILUTION WATER SUPPLY

50 MM SCH. 40 304L SST

MAKEUP WATER SUPPLY

50 MM SCH. 80 PVC

POLYMER SOLUTION

DISCHARGE

NOTE:

CENTRIFUGE SOUND

ENCLOSURE OMITTED

FROM VIEW FOR CLARITY

50 MM SCH. 40 304L SST

WATER SUPPLY

50 MM WATER SUPPLY

FLOW METER

150 MM ISO-RING

150 MM SLUDGE FLOW METER

50 MM 18-8 SST BALL VALVE

50 MM POLYMER SOLUTION FLOW METER

25 MM 18-8 SST BALL VALVE

50 MM SCH. 80 PVC DRAIN

50 MM PVC BALL VALVES

EXISTING 100 MM SLUDGE FEED

P.O.C.

PI

40 MM 18-8 SST BALL VALVE

40 MM WATER SUPPLY

FLOW METER

50 MM 18-8 SST BALL VALVE

50 MM SST CHECK VALVE

40 MM 18-8 SST BALL VALVE

100 MM PLUG VALVE

IN-LINE PRESSURE SENSOR FOR

SLUDGE SERVICE TANK LEVEL CONTROL

IN-LINE PRESSURE SENSOR

FOR BOOSTER PUMP CONTROL

Q K

K A

D

P d w g

C E

N T

R I F

U G

E

P

L A

N

C O

N T

R O

L

B

U I L

D I N

G

B

DP171

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

CENTRIFUGE PIPING PLAN

1250 0 mm 625 1250

1:25

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP171 DP371

DP171 DP371

DP170 DP171

DP171 DP372

B1190 EQUIPMENT SCHEDULE

22 11 23.13 WATER BOOSTER PUMP

43 21 36.30 PROGRESSIVE CAVITY PUMP

40 91 23.33 MAGNETIC FLOW METER

46 33 33.00 POLYMER BLENDING & FEED EQUIPMENT

46 76 33.00 CENTRIFUGE DEWATERING EQUIPMENT

43 41 45.00 FRP TANKS

A

B

C

D

E

F

A

B

C

E

D

B1190 PIPING SCHEDULE

50 MM WATER SUPPLY: 25.2 M (83 FT)

40 MM WATER SUPPLY: 3.4 M (11 FT)

150 MM PUMP SUCTION: 6.7 M (22 FT)

150 MM PUMP DISCHARGE: 6.1 M (20 FT)

250 MM CENTRATE: 2.3 M (8 FT)

150 DIVERTER DRAIN: 1.6 M (5 FT)

50 MM POLYMER SOLUTION: 12.5 M (41 FT)

50 MM DRAIN: 6.4 M (21 FT)

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

1.

dw g, L ay ou t1 , 5

/7 /2

9:

:1

AM

, p ko la rik

CHEMICAL TANK ROOM

90° ELBOW DOWN WITH

POLYPROPYLINE MESH COVER

PROVIDE VINYLESTER COATING

SYSTEM PER DIVISION 9 ON FLOOR,

STEPS, AND LOWER 0.50 METER OF

4 WALLS

P.O.C.

NOTE:

REMOVE WALL INSULATION PRIOR

TO COATING WALLS AND FLOOR.

REINSTALL UPON COMPLETION OF

VINYLESTER COATING SYSTEM,

TYPICAL 3 WALLS

FRP ALUM / FERRIC TANK

PROVIDE EPDM OR BUNA-N DRAIN

PLUG IN EXISTING FLOOR DRAIN

75 MM TANK FILL FLANGE

75 MM PVC FILL PIPE. EXTEND DOWN

TO 1 METER ABOVE FLOOR. REINSTALL

SALVAGED FILL CONNECTOR IN

HORIZONTAL POSITION

CORE DRILL AND LINK

SEAL WATER TIGHT

150 MM SCH. 80 PVC

VENT TO EXTERIOR

50MM x50MM FLEXIBLE

CONNECTOR

50 MM PVC BALL VALVE

CONNECT 50 MM PVC PIPE TO

EXISTING IN-LINE STRAINER

150 MM ULTRASONIC

TANK LEVEL SENSOR

FLANGE

REMOVE EXISTING CHEMICAL FEED PUMPS

AND PIPING TO FACILITATE INSTALLATION

OF NEW FRP CHEMICAL STORAGE TANK,

AND RE-INSTALL PUMPS AND PIPING TO

MAKE A COMPLETE SYSTEM

TO EXISTING PUMPING SYSTEM

PROVIDE VINYLESTER COATING ON

FLOOR AND LOWER 0.8 M OF WALLS,

PER DIVISION 9

125 MM WIDE x 800 MM HIGH

CONCRETE WALL WITH

VINYLESTER COATING ON

INTERIOR

RELOCATE EXISTING SODIUM

HYPOCHLORITE PUMPS, VALVES,

AND PIPING

600 MM DIAMETER MANWAY

NOTE:

REMOVE WALL INSULATION PRIOR

TO COATING WALLS AND FLOOR.

REINSTALL UPON COMPLETION OF

VINYLESTER COATING SYSTEM,

TYPICAL 2 WALLS

CONNECT PIPING TO EXISTING

SKID PIPING (TYPICAL 2)

15 MM SCH. 80 PVC SODIUM

HYPOCHLORITE FEED PIPE

EXISTING 100 MM VENT PIPE

P.O.C.

P.O.C.

100 MM SCH. 80 PVC VENT PIPE

CLEAN OUT / FLUSH EXISTING

POLYMER PIPE, AND CONNECT

SODIUM HYPOCHLORITE DISCHAGE

TO EXISTING POLYMER PIPE

CAP 200 MM ABOVE FLOOR AND

ABANDON (3) POLYMER PIPES IN

PLACE

150 MM ULTRASONIC TANK

LEVEL SENSOR FLANGE

EXISTING CALIBRATION COLUMN

75 MM SCH. 80 PVC DRAIN PIPE

100 MM SCH. 80 PVC FILL PIPE

PROVIDE VITON DRAIN PLUG IN

EXISTING FLOOR DRAIN

75 MM PVC FILL PIPE. EXTEND DOWN

TO 1 M ABOVE FLOOR. REINSTALL

SALVAGED FILL CONNECTION IN

HORIZONTAL POSITION

50 MM TANK DRAIN

EXISTING 15 MM SCH. 80 PVC

FROM EXISTING ALUM PUMPS

REMOVE EXISTING CHEMICAL FEED PUMPS AND

PIPING TO FACILITATE RELOCATION OF

EXISTING SODIUM HYPOCHLORITE PUMPING

SYSTEM. RE-INSTALL EXISTING PUMPS AND

PIPING TO MAKE A COMPLETE SYSTEM.

NOTE:

DOWNSTREAM OF THE CHEMICAL FEED

PUMPS, INSTALL MAGNETIC FLOW

METERS IN VERTICAL SECTIONS OF FOUR

(4) ALUM / FERRIC LINES AND TWO (2)

SODIUM HYPOCHLORITE LINES. UTILIZE 8

MM REDUCERS 200 MM UPSTREAM /

DOWNSTREAM OF EACH FLOW METER

FRP SODIUM

HYPOCHLORITE TANK

NOTE:

SEE SHEET DP171 FOR

CONTROL BUILDING (B1190)

EQUIPMENT SCHEDULE

A

Q K

K A

D

P d w g

C H

E M

I C

A L

T

A N

K

A

R E

A

P

L A

N

C O

N T

R O

L

B

U I L

D I N

G

B

DP172

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

CHEMICAL TANKS PIPING PLAN

1250 0 mm 625 1250

1:25

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP172 DP370

DP170 DP172

F

F

B1190 PIPING SCHEDULE

150 MM VENT: 2 M (7 FT)

75 MM FILL PIPE: 4.4 M (15 FT)

50 MM PIPE: 0.8 M (3 FT)

100 MM VENT: 4.3 M (14 FT)

100 MM FILL PIPE: 2.6 M (9 FT)

75 MM DRAIN: 1.1 M (4 FT)

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

2.

dw g, L ay ou t1 , 5

/7 /2

9:

:2

AM

, p ko la rik

50 MM BALL VALVE

50 MM CHECK VALVE

INSTALL SALVAGED QUICK

DISCONNECT COUPLINGS

CONNECT 50 MM SCH. 40 SST TO

EXISTING 50 MM PVC P.O.C.

NON-SHRINK GROUT FILL, TYP. 2

COMMINUTOR CHANNELS

50 MM DISCHARGE HOSE

GRIT PUMP

50 MM BALL VALVE

50 MM CHECK VALVE

INSTALL SALVAGED QUICK

DISCONNECT COUPLINGS

CONNECT 50 MM SCH. 40 SST TO

EXISTING 50 MM PVC P.O.C.

50 MM DISCHARGE HOSE

GRIT PUMP

P.O.C.

FINE SCREEN IN EXISTING

CHANNEL (TYP. 2)

SST STOP GATE (TYP. 2)

SST STOP GATE (TYP. 2)

TOP OF SLAB

EL.=31.60

TOP OF SLAB

EL.=28.65

TOP OF SLAB

EL.=24.15

TOP OF SLAB

EL.=31.60

TOP OF SLAB

EL.=28.65

TOP OF SLAB

EL.=24.15

Q K

K A

D

P d w g

P I P

I N

G

S

E C

T I O

N S

H E

A D

W O

R K

S

B

U I L D

I N

G

B

DP310

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

PIPING SECTION PIPING SECTION

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP110 DP310

KEY PLAN

1/DP310

2/DP310

1/DP311

1/DP310

2/DP310

1/DP311

D

P

D

P

D

P

D

P

DP111 DP310

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

0.

dw g, L ay ou t1 , 5

/7 /2

9:

:4

AM

, p ko la rik

LINK SEAL (TYP. 4)

200 MM SST KNIFE GATE VALVE (TYP. 4)

200 MM CHECK VALVE (TYP. 4)

200 MM SCH. 40 SST (TYP. 4)

100 MM SST KNIFE GATE VALVE

CONNECT 100 MM SCH. 40 SST

DRAIN LINE TO EXISTING 100 MM

DRAIN LINE

SST LIFTING CHAIN (TYP. 4)

INFLUENT PUMPS WITH BASE

ELBOW AND SLIDE RAIL SYSTEM

(TYP. 4)

INFLUENT FLOW METER

TRANSDUCER W/ SST

MOUNTING BRACKET

FLUME C/L

LINK SEAL (TYP. 4)

200 MM SST KNIFE GATE VALVE (TYP. 4)

200 MM CHECK VALVE (TYP. 4)

200 MM SCH. 40 SST (TYP. 4)

100 MM SST KNIFE GATE VALVE

CONNECT 100 MM SCH. 40 SST

DRAIN LINE TO EXISTING 100 MM

DRAIN LINE

SST LIFTING CHAIN (TYP. 4)

INFLUENT PUMPS WITH BASE

ELBOW AND SLIDE RAIL SYSTEM

(TYP. 4)

CONNECT TO EXISTING

350 MM FLANGE P.O.C.

350 MM SCH. 40 SST

DISCHARGE HEADER

350 MM SST BLIND FLANGE

50 MM

DISCHARGE

HOSE

GRIT PUMP

P.O.C.

P.O.C.

150MM x 200MM REDUCER

(TYP. 4)

NON-SHRINK

GROUT FILL

P.O.C.

TOP OF SLAB

EL.=31.60

TOP OF SLAB

EL.=28.65

TOP OF SLAB

EL.=24.15

TOP OF SLAB

EL.=31.60

TOP OF SLAB

EL.=28.65

TOP OF SLAB

EL.=24.15

TOP OF SLAB

EL.=31.27

TOP OF SLAB

EL.=31.27

200 MM SCH. 10 304L SST

STILLING WELL. RIGIDLY ATTACH

TO WALL WITH 65 MM X 65 MM X 8

MM SST ANGLES AND HARDWARE

INSPECTION PORT - SEE

DETAIL ON SHEET DP548

P P P P

200 MM ISO-RING (TYP. 4)

Q K

K A

D

P d w g

P I P

I N

G

S

E C

T I O

N S

H E

A D

W O

R K

S

B

U I L D

I N

G

B

DP311

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

PIPING SECTION PIPING SECTION

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP110 DP311

KEY PLAN

1/DP310

2/DP310

1/DP311

1/DP310

2/DP310

1/DP311

D

P

D

P

D

P

D

P

DP110 DP311

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

1.

dw g, L ay ou t1 , 5

/7 /2

9:

:5

AM

, p ko la rik

COARSE SCREEN IN

EXISTING CHANNEL

(TYP. 2)

TOP OF SLAB

EL.=31.60

TOP OF SLAB

EL.=28.65

TOP OF SLAB

EL.=24.15

Q K

K A

D

P d w g

P I P

I N

G

S

E C

T I O

N

H E

A D

W O

R K

S

B

U I L D

I N

G

B

DP312

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

PIPING SECTION

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

KEY PLAN

1/DP310

2/DP310

1/DP311

1/DP310

2/DP310

1/DP311

D

P

D

P

D

P

D

P

DP111 DP312

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

2.

dw g, L ay ou t1 , 5

/7 /2

9:

:1

AM

, p ko la rik

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

TOP OF SLAB

EL.=31.00

TANK BOTTOM

EL.=26.90

ANOXIC

STAGE

TANK AN-2

TANK A-2

AEROBIC STAGE 'A'

AEROBIC STAGE 'B'

TANK B-2

OPENING BOTTOM

EL.=30.80

(ZONE 2)

(ZONE 1) (ZONE 3) (ZONE 2)(ZONE 1) (ZONE 3)

SLUDGE THICKNERSLUDGE THICKNER

AEROBIC DIGESTER

(ZONE 2)(ZONE 1) (ZONE 3)

SEE SECTION 1, SHEET DP344

FOR LARGE SCALE AERATION

PIPING SECTION THIS AREA

SEE SECTION 2, SHEET DP344

FOR LARGE SCALE AERATION

PIPING SECTION THIS AREA

SEE SECTION 3, SHEET DP344

FOR LARGE SCALE AERATION

PIPING SECTION THIS AREA

P.O.C.

350 MM SCH. 10 304L

SST INFLUENT

(C/L=31.60)

350 MM D.I.

INFLUENT

EXISTING 350 MM

D.I. INFLUENT

SPLITTER

BOX - SEE

SHEET DP540

250 MM CL 52

CLDI RAS

300 MM SCH. 10 304L

SST MICROSCREEN

OVERFLOW

(C/L=29.35)

MIXER (TYP. 8)

300 MM SCH.

10 304L SST

350 MM SCH. 10 304L

SST INFLUENT

(C/L=32.78)

MICROSCREEN (TYP. 2)

NOTE:

CORE DRILL AND LINK SEAL PIPE PENETRATIONS

THROUGH EXISTING CONCRETE WALLS AND

SLABS UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW CONCRETE

WALLS AND SLAB.

SLOPED GROUT

100 MM WAS

Q K

K A

D

P d w g

P I P

I N

G

S

E C

T I O

N S

T R

E A

T M

E N

T

W

O R

DP340

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

PIPING SECTION

PIPING SECTION

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

DP140 DP340

DP140 DP340

KEY PLAN

1/DP340 1/DP340

2/DP340 2/DP340

1/DP341 1/DP341

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

0.

dw g, L ay ou t1 , 5

/7 /2

9:

:3

AM

, p ko la rik

TANK C-3

AEROBIC STAGE 'C'

CHLORINE CONTACT TANK

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

TANK BOTTOM

EL.=28.19

TOP OF WALL

EL.=30.30

WEIR

EL.=30.79

TROUGH

EL.=30.42

TANK BOTTOM

EL.=26.90

TANK BOTTOM

EL.=28.75

INFLUENT

C/L=31.60

ANOXIC STAGE

TANK AN-1TANK AN-2TANK AN-3TANK AN-4

FINAL CLARIFIER FINAL CLARIFIER

PARSHALL

FLUME

SEE SECTION 1, SHEET DP345

FOR LARGE SCALE AERATION

PIPING SECTION THIS AREA

450 MM CL 52 CLDI

INFLUENT

C/L=26.00

250 MM CL 52 CLDI

RETURN SLUDGE

C/L=26.09

350 MM SCH. 10 304L

SST INFLUENT

TOP OF SLAB

EL.=32.20

350 MM MAGNETIC

FLOW METER

300 MM SCH. 10 304L

SST OVERFLOW

(C/L=29.88)

MICROSCREEN

(TYP. 2) ON

CONCRETE BASE

PADS

300 MM SCH. 10 304L

SST OVERFLOW

(C/L=29.35)

250 MM X 300 MM CONCENTRIC

FLEXIBLE CONNECTOR (TYP. 4)

300 MM KNIFE GATE

VALVE (TYP. 4)

300 MM SCH. 10 304L

SST TRUE WYE (TYP. 2)

350 MM SCH. 10 304L

SST INFLUENT

250 MM FLEXIBLE

CONNECTOR (TYP. 4)

250 MM KNIFE GATE

VALVE (TYP. 4)

250 MM SCH. 10 304L

SST INFLUENT (TYP. 4)

NOTE:

CORE DRILL AND LINK SEAL PIPE PENETRATIONS

THROUGH EXISTING CONCRETE WALLS AND

SLABS UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW CONCRETE

WALLS AND SLAB.

ADD GROUT

TO EL. 30.80

OPENING:

TOP EL.=31.10

INV.=30.10

OPENING:

TOP EL.=30.82

INV.=29.82

BOTTOM OF WALL

EL.=29.20

Q K

K A

D

P d w g

P I P

I N

G

S

E C

T I O

N

T R

E A

T M

E N

T

W

O R

DP341

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

PIPING SECTION

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

PIPING SECTION

KEY PLAN

1/DP340 1/DP340

2/DP340 2/DP340

1/DP341 1/DP341

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

DP140 DP341

DP140 DP341

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

1.

dw g, L ay ou t1 , 5

/7 /2

9:

:0

AM

, p ko la rik

FINAL CLARIFIER

WALL BEYOND

RAS

TANK

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

CLARIFIER

DROP BOX

EL.=29.82

WEIR

EL.=30.79

TROUGH

EL.=30.42

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

WEIR

EL.=30.79

TROUGH

EL.=30.42

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

CLARIFIER

CLARIFIER

TANK A-1TANK A-2

AEROBIC STAGE 'A'

TANK A-3TANK A-4

TANK A-1TANK A-2

AEROBIC STAGE 'A'

TANK A-3TANK A-4

TANK B-1TANK B-2

AEROBIC

STAGE 'B'

TANK B-3

TANK B-4

SLUDGE THICKNER

AEROBIC DIGESTER

(ZONE 3)

SLUDGE THICKNER

VALVE VAULT

WITH SUMP PIT

SEE SECTION 2, SHEET DP345

FOR LARGE SCALE AERATION

PIPING SECTION THIS AREA

SEE SECTION 1, SHEET DP346

FOR LARGE SCALE AERATION

PIPING SECTION THIS AREA

SEE SECTION 2, SHEET DP346

FOR LARGE SCALE AERATION

PIPING SECTION THIS AREA

450 MM CL 52 CLDI

INFLUENT

C/L=26.00

250 MM CL 52 CLDI

RETURN SLUDGE

C/L=26.09

450 MM CL 52 CLDI

INFLUENT

C/L=26.00

250 MM CL 52 CLDI

RETURN SLUDGE

C/L=26.09

BOTTOM OF

OPENING

EL.= 30.90

NOTE:

CORE DRILL AND LINK SEAL PIPE PENETRATIONS

THROUGH EXISTING CONCRETE WALLS AND

SLABS UNLESS NOTED OTHERWISE. SLEEVE

PIPE PENETRATIONS THROUGH NEW CONCRETE

WALLS AND SLAB.

250 MM CL 52 CLDI

RETURN SLUDGE

450 MM CL 52 CLDI

INFLUENT

Q K

K A

D

P d w g

P I P

I N

G

S

E C

T I O

N S

T R

E A

T M

E N

T

W

O R

DP342

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

PIPING SECTION

PIPING SECTION

5000 0 mm 2500 5000

1:100

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

KEY PLAN

1/DP340 1/DP340

2/DP340 2/DP340

1/DP341 1/DP341

D

P

D

P

D

P

D

P

D

P

D

P

D

P

D

P

PIPING SECTION

DP140 DP342

DP140 DP342

DP140 DP342

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

2.

dw g, L ay ou t1 , 5

/7 /2

9:

:3

AM

, p ko la rik

450 MM CL 52 CLDI INFLUENT WITH

WELDED WATERSTOP RING (SHOWN

OUT OF SECTION FOR CLARITY)

SCUM TROUGH

250 MM CL 52 CLDI RETURN SLUDGE

EFFLUENT TROUGH

UNITUBE HEADER

ACCESS BRIDGE

INFLUENT WELL

EFFLUENT WEIR

425 MM MAX.

450 MM INFLUENT

C/L=26.00

250 MM

C/L=26.09

425 MM DIAMETER (MAX.)

VERTICAL PIPE FORMED

INTO CONCRETE

WEIR

EL.=30.79

TROUGH

EL.=30.42

150 MM CL 52 CLDI

Q K

K A

D

P d w g

T Y

P I C

A L

C

L A

R I F

I E

R

S

E C

T I O

N

T R

E A

T M

E N

T

W

O R

DP343

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L

A N

D

D

R I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

2500 0 mm 1250 2500

1:50

When inserting this block (in paperspace) into a drawing you need to manually edit (use

"edit-in-place") the cell to the left of this one (cell "C2"). The cell needs to reference the following field:

OBJECT ----> VIEWPORT

----> "CUSTOM SCALE" ---->

"USE SCALE NAME"

TYPICAL CLARIFIER PIPING SECTION

DP143 DP343

DP343 DP547

D

E N

D U

M

K

W :\P

R O

JE

C

TS

\O

\9

7\

\D

R

AW

IN

G

S\

D es ig n

In fo rm at io n\

C

AD

\0

M cM ah on

\Q

KK

A-

-1

4- D

P-

3.

dw g, L ay ou t1 , 5

/7 /2

9:

:5

AM

, p ko la rik

TANK BOTTOM

EL.=26.90

TANK A-2

AEROBIC STAGE 'A'

(ZONE 2)(ZONE 1)

(ZONE 3)

AEROBIC DIGESTER

(ZONE 2)

(ZONE 1) (ZONE 3)

AIRMAIN

C/L=32.60

AEROBIC STAGE 'B'

TANK B-2

PRESSURE MONITORING BOX ON SST PEDESTAL.

CONNECT 8 MM, 10 MM, AND 15 MM TUBING FROM

BOX TO FLOOR MOUNTED AERATION SYSTEM, PER

MANUFACTURER'S SHOP DRAWINGS (TYP. 23 GRIDS)

INSTALL 100 MM SCH. 40

304L SST DROP LEG

(TYP. 23 GRIDS)

INSTALL DIFFUSER

(TYPICAL)

INSTALL MANIFOLD

PIPE (TYP. 23 GRIDS)

INSTALL AIR

DISTRIBUTOR PIPES

(TYP. 23 GRIDS)

INSTALL SST CLAMP

COUPLING, TYPICAL

ALL DROP LEGS

S S

T P

V C

NOTE:

FIELD VERIFY EXISTING ELEVATIONS

PRIOR TO FABRICATION OF SST

AIRMAIN AND SUPPORTS

INSTALL SST CLAMP

COUPLING, TYPICAL

ALL DROP LEGS

S S

T P

V C

INSTALL 100 MM SCH. 40

304L SST DROP LEG

(TYP. 23 GRIDS)

INSTALL DIFFUSER

(TYPICAL)

INSTALL MANIFOLD

PIPE (TYP. 23 GRIDS)

INSTALL AIR

DISTRIBUTOR PIPES

(TYP. 23 GRIDS)

350 MM x 250 MM TEE

250 MM BUTTERFLY VALVE

250 MM SCH. 10

304L SST AIRMAIN

250 MM x 200 MM

CONCENTRIC REDUCER

350 MM SCH. 10

304L SST AIRMAIN

200 MM SCH. 10

304L SST AIRMAIN

CORE DRILL AND LINK SEAL

(TYP. ALL DROP LEGS)

100 MM BUTTERFLY VALVE

(TYP. ALL DROP LEGS)

150 MM BLIND FLANGE

20 MM SST BALL VALVE

AT BOTTOM OF AIRMAIN

200 MM x 150 MM

CONCENTRIC REDUCER

150 MM SCH. 10

304L SST AIRMAIN

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

TOP OF SLAB

EL.=32.20

TANK BOTTOM

EL.=26.90

AIRMAIN

C/L=32.60

AIRMAIN

C/L=32.60

INSTALL SST CLAMP

COUPLING, TYPICAL

ALL DROP LEGS

S S

T P

V C

INSTALL 100 MM SCH. 40

304L SST DROP LEG

(TYP. 23 GRIDS)

INSTALL DIFFUSER

(TYPICAL)

INSTALL MANIFOLD

PIPE (TYP. 23 GRIDS)

INSTALL AIR

DISTRIBUTOR PIPES

(TYP. 23 GRIDS)

100 MM BUTTERFLY VALVE

(TYP. ALL DROP LEGS)

CORE DRILL AND LINK SEAL

(TYP. ALL DROP LEGS)

CORE DRILL AND LINK SEAL

(TYP. ALL DROP LEGS)

20 MM PVC PURGE…