Exhibits.pdf

EXHIBITS

EXHIBIT 1 AREA MAP

EXHIBIT 2 AS-BUILT INDIVUDIAL & COMMUNITY SERIVCES

EXHIBIT 3 INDIVIDUAL WATER AND SEWER SYSTEM

EXHIBIT 4 SEWER SERVICE CONNECTION

EXHIBIT 5 SEWER SERVICE SADDLE

EXHIBIT 6 SEWER SERVICE LINE CLEANOUT

EXHIBIT 7 CONCRETE SEPTIC TANK

EXHIBIT 8 SEPTIC TANK FILTER

EXHIBIT 9 BIOTUBE EFFLUENT FILTER

EXHIBIT 10 SEPTIC TANK & EFFLUENT PUMP

EXHIBIT 11 DRAINFIELD WITH GRAVEL

EXHIBIT 12 GRAVEL DRAINFIELD INSPECTION PORT

EXHIBIT 13 DISTRIBUTION BOX AND SERIAL CHAMBER DRAINFIELD

EXHIBIT 14 CHAMBER DRAINFIELD

EXHIBIT 15 ISOMETRIC VIEW - CHAMBER DRAINFIELD

EXHIBIT 16 CHAMBER DRAINFIELD INSPECTION PORT

EXHIBIT 17 LOW PRESSURE DOSED DRAINFIELD TRENCH WITH

GRAVEL

EXHIBIT 18 INFILTRATOR CHAMBER PRESSURE DOSING OPTIONS

EXHIBIT 19 LOW PRESSURE DOSING – INFILTRATOR CHAMBERS

EXHIBIT 20 PRESSURIZED GRAVELLESS DRAINFIELD

EXHIBIT 21 TRENCH – SUITABLE SOIL

EXHIBIT 22 TRENCH – UNSUITABLE SOIL

EXHIBIT 23 CONCRETE THRUST BLOCKING

EXHIBIT 24 MARKER POST

EXHIBIT 25 ROAD CROSSING STEEL ENCASEMENT

EXHIBIT 26 PAVEMENT CUT

EXHIBIT 27 OSHA NOTE

EXHIBIT 28 CI VALVE & VALVE BOX INSTALLATION

EXHIBIT 29 GATE VALVE & BOX

EXHIBIT 30 AIR/VACUUM RELEASE VALVE

EXHIBIT 31 OFFSET 1-INCH AIR RELEASE VALVE

EXHIBIT 32 FLUSH HYDRANT WITH GATE VALVE

EXHIBIT 33 WATER SERVICE CONNECTION

EXHIBIT 34 WATER SERVICE CONNECTION W/CURB STOP

EXHIBIT 35 HOUSE CONNECTION

EXHIBIT 36 WATER STORAGE TANK

EXHIBIT 37 SLOW SAND FILTER

EXHIBIT 38 ROUGHING FILTER

EXHIBIT 39 YARD HYDRANT

EXHIBIT 40 WATER COLLECTION SCREEN

EXHIBIT 41 SPRING DEVELOPMENT BOX

Siskiyou Modoc

Shasta

Tehama

Butte

Plumas

Lassen Trinity

Humbolt

Del Norte

P a c if ic O c e a n

Glenn

EXHIBIT 1

APPROXIMATE LIMIT OF COUNTY

INDEX

SSL

WSL

SL

WL

CBS

CPS

CO

SEWER SERVICE LINE

WATER SERVICE LINE

SEWER LINE

WATER LINE

CURB STOP

CORP STOP

CLEAN OUT

EXIST 3"

PVC WL

NEW 3"x3"x3" TEE w/4"x3" REDUCER

NEW 4" GV

NEW 400' OF

4" PVC WL

NEW 98' OF 4" PVC SSL

NEW 60' OF

1" PE WSL

NEW CBS

NEW FH

w/GV NEW 4"x1"

SADDLE w/CPS

NEW 8"x4"

SEWER SADDLE

NEW 392' OF

8" PVC SL

EXIST 8" PVC SL

EXIST WL

PAVED

ROAD

HOUSE

EXAMPLE

AS-BUILT INDIVIDUAL &

COMMUNITY SERVICES

EXIST

HOUSE

A

BC

D

E

FG

H J

K

L

A-C

A-D

A-E

A-F

A-G

B-C

B-D

B-E

B-F

B-G

H-K

H-L

J-K

J-L

10'

20'

65'

110'

108'

20'

10'

75'

90'

95'

80'

95'

40'

103'

EXIST MH

RIM ELEV 6300.00

INV ELEV 6293.00

NEW MH

RIM ELEV 6303.00

INV ELEV 6295.00

NEW CO

INV ELEV 9298.00

(PARTICIPANT)

SHED

JOHN DOE

ISLETA PUEBLO

DEPTH=4.5'

DATE CONSTRUCTION

COMPLETED_______

FENCE

2/25/92

M

H-M 85'

J-M 45'

M-08

REQUIRED INFORMATION:

1. NAME, RESERVATION AND NORTH ARROW

2. ADDITIONAL: SPECIFIC INFORMATION FOR WELL IF APPLICABLE

1) WELL DEPTH__, CASING SIZE__ & MATERIAL__

2) WELL SCREEN__, LENGTH__, MATERIAL__, DIAMETER__,

SLOT SIZE__ & DEPTH__

3) PUMP SETTING DEPTH__

4) DROP PIPE: MATERIAL__ & SIZE__

5) SUBMERSIBLE PUMP: MAKE__, MODEL__, HP__,

VOLTAGE RATED CAPACITY__

6) PITLESS UNIT OR ADAPTER, MAKE__, MODEL__ & BURY DEPTH__

7) PRESSURE TANK: MAKE__, MODEL__ & SIZE__

8) STATIC WATER LEVEL IN WELL__ & WELL YIELD__ w/DRAW DOWN

9) DEPTH OF GROUT ENVELOPE__

10) GRADATION OF GRAVEL PACK__

EXAMPLE

WELL

POWER POLE

PUMP CONTROLS

& PRESSURE TANK

HOUSE

D B

A

C

AS-BUILT INDIVIDUAL

WATER & SEWER SYSTEM

NOTE: CONTRACTOR SHALL

PROVIDE INFORMATION

3. ADDITIONAL: SPECIFIC INFORMATION FOR MOUND SYSTEM IF APPLICABLE

1) PUMP MAKE__, MODEL__, HP__

2) LOCATE BREAKER BOX & CONTROLS

APPLICABLE TO

E

F G

H

J

K

A-B

A-C

A-J

D-B

D-C

D-K

F-E

F-H

G-E

G-H

22.5'

32.0'

50.0'

23.0'

35.0'

100.0'

128.0'

117.0'

122.0'

70.0'

D-J 42.0'

A-K 98.0'

SEPTIC

TANK

CO

JOHN DOE

COLUSA RANCHERIA

DATE CONSTRUCTION

COMPLETED_______2/25/92

(PARTICIPANT)

45'

10'

CABLE

120' OF

1" PE WSL

10' OF 4" PVC SSL

20' OF 4" PVC SSL

CBS

POWER

WORK PERFORMED

EXAMPLE

Revised 11/2001M-07

PROPERTY LINE OR EASEMENT

45° WYE BRANCH

STOPPER WITH FACTORY MADE PLUG

FLOW

45° BEND-LONG RADIUS

PLAN VIEW

S E W E R

M A I N

PAINT BRIGHT RED OR YELLOW

2''x 4'' MARKER (REDWOOD)

MARKER REQUIRED IF

SERVICE IS NOT CONNECTED

45° BEND-LONG RADIUS

SEWER SERVICE CONNECTION

N.T.S.

LINE OF ______ FT.

CONSTRUCT LATERAL AT 1/8'' PER FOOT MINIMUM

SLOPE WHEN COVER LESS THAN 5 FEET AT PROPERTY

LINE. FOR DEEP MAIN, ROTATE WYE AND BEND TOWARDS

VERTICAL TO MAINTAIN LATERAL DEPTH AT PROPERTY

PROFILE VIEW

F L O W

PROPERTY LINE OR EASEMENT

45° WYE BRANCH

STOPPER WITH FACTORY MADE PLUG

FLOW

45° BEND-LONG RADIUS

PLAN VIEW

S E W E R

M A I N

PAINT BRIGHT RED OR YELLOW

2''x 4'' MARKER (REDWOOD)

MARKER REQUIRED IF

SERVICE IS NOT CONNECTED

45° BEND-LONG RADIUS

SEWER SERVICE CONNECTION

N.T.S.

LINE OF ______ FT.

CONSTRUCT LATERAL AT 1/8'' PER FOOT MINIMUM

SLOPE WHEN COVER LESS THAN 5 FEET AT PROPERTY

LINE. FOR DEEP MAIN, ROTATE WYE AND BEND TOWARDS

VERTICAL TO MAINTAIN LATERAL DEPTH AT PROPERTY

PROFILE VIEW

F L O W

S-05 Revised 11/2001

EXHIBIT 4

PVC OR CAST IRON

SEWER SERVICE

SADDLE

SEWER MAIN

SEWER SERVICE PIPE

STAINLESS STEEL

CLAMP

GASKET SEAL TO

SEWER MAIN

SADDLE

SEWER SERVICE

PVC OR CAST IRON

SEWER SERVICE

PIPE 4''

FRONT VIEW

SIDE VIEW

1/4'' MAX.

ALL AROUND

SEWER SERVICE SADDLE

N.T.S.

CL

LC

CL

S-05B Revised 11/2001

Exhibit 5

H O U S E

36" MIN.

4"∅ PVC

SDR 35

4"∅ PVC

SDR 35

4"∅ PVC

THREAD PLUG

4"∅ PVC FPT

FEMALE ADAPTER

4"∅ PVC FPT

FEMALE ADAPTER 4"∅ PVC

THREAD PLUG

1:2:3: CONCRETE W/WIRE

#4 MESH REINFORCED OR

BAR AROUND PERIMETER

4"- 45° WYE

6"

MIN

GROUND SURFACE

4"- 45° ELBOW

CONTOURED RECESS

24" X 36" X 4"

CONC. PAD WITH

FOR PLUG

4"

SEWER SERVICE LINE CLEANOUT

STDF-01c

Exhibit 6

4" INLET

& OUTLET PIPE

AND FITTINGS

STANDARD

DESIGN LOAD: NON TRAFFIC

TOP VIEW

TRENCH WALL

BEDDING MATERIAL PLACEMENT AS NEEDED

NOTE:

1. PRECAST CONCRETE TANKS SHALL COMPLY WITH THE CURRENT EDITION OF THE

PLUMBING CODE.

2. CONTRACTOR WILL SUBMIT SHOP DRAWING FOR APPROVAL PRIOR TO CONSTRUCTION.

3. CONTRACTOR WILL GROUT GRADE RINGS TO TANK TO FORM A

WATERTIGHT SEAL.

SIDE VIEW

EXCAVATION FOR THE TANK

WILL EXTEND 24" OUTSIDE

THE FARTHEST OUTER DIMENSION

OF THE TANK TO ALLOW ROOM

FOR COMPACTION

GRADE

CONCRETE SEPTIC TANK

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO) UNIFORM

VARIABLE

24"

20" MIN

RIBBED HIGH DENSITY POLYETHYLENE

STACKABLE RISERS.

PER PROJECT ENGINEER

DETERMINED BY PROJECT ENGINEER

VARIABLE

RISER HEIGHT TO BE

STYROFOAM INSULATION

AND NEOPRENE GASKET AND

FIBERGLASS LID WITH STAINLESS STEEL BOLTS

STDF-O1

Exhibit 7

(1')

2" PVC VENT

(8') 8" CAP WITH

" VENT PIPE

VENT ORIFICE

FOR CONNECTION TO 4"

SOLID SEWER PIPE (TIGHT LINE)

EFFLUENT DISCHARGE

TWO

2" MODULATING

DISCHARGE ORIFICE

8" DIA X 3'-6" PVC VAULT (POSITION

UNDER THE ACCESS PORT TO ALLOW EASY

REMOVAL OF THE SCREEN FOR CLEANING)

(8) 1" DIAMETER HOLES SPACED UN-

IFORMLY AROUND THE PERIMETER OF

THE VAULT

REMOVABLE POLYETHYLENE

SCREEN W/BASE

FIGURE A

MESHED BAFFLE SCREEN WITH 8"

BARREL AND 4" OUTLET

FOR CONNECTION TO 4"

SOLID SEWER PIPE

(TIGHTLINE)

4" DIAMETER BAFFLE (POSITION UNDER

ACCESS PORT TO ALLOW EASY REMOVAL OF

THE SCREEN FOR CLEANING)

SLOTTED OPENING

16"

45' GAS BAFFLE

FIGURE B

SLOTTED BAFFLE SCREEN

IN 4" BAFFLE

SEPTIC TANK FILTER

STDF-10 Revised 11/2001

Exhibit 8

BIOTUBE EFFLUENT FILTER DETAIL

FIGURE B

SLOTTED BAFFLE SCREEN

IN 4" BAFFLE

(8) 1"Ø HOLES SPACED UNIFORMLY

FIGURE A

MESHED BAFFLE SCREEN WITH 8"

BARREL AND 4" OUTLET

AROUND THE PERIMETER OF

THE VAULT

FOOTING BRACKET

BIOTUBE EFFLUENT

(field cut)

FILTER

N.T.S.

8"Ø x 3'-6" PVC VAULT (POSITION

UNDER THE ACCESS PORT TO ALLOW EASY

REMOVAL OF THE SCREEN FOR CLEANING)

TANK WALL

TWO 1/2" MODULATING

EFFLUENT DISCHARGE

DISCHARGE ORIFICE

VENT ORIFICE

REQUIRED WITH 15"Ø FILTER

MINIMUM 21"Ø ACCESS HOLE

(field cut to desired height)

FILTER CARTRIDGE HANDLE

BIOTUBE EFFLUENT

FILTER

FILTER CARTRIDGE HANDLE

(field cut to desired height)

VENT ORIFICE

EFFLUENT DISCHARGE

DISCHARGE ORIFICE

TWO 1/2" MODULATING

VAULT INLET PORTS

STDF-10A

Exhibit 9

ALARM

ON

OFF

HIGH DENSITY POLYETHYLENE LID W/STAINLESS STEEL

BOLTS, BUILT IN GASKET AND STYROFOAM INSULATION

24"Ø RIBBED PVC RISER w/NEOPRENE GROMMETS

1-1/4"Ø PVC HOSE AND VALVE ASSEMBLY

W/FLO-CONTROLLER @ A

EFFLUENT DISCHARGE

1"Ø FLEXIBLE PVC HOSE (12" LONG W/FITTINGS)

2-PART EPOXY IN 1/2" GROOVE

FORMED IN THE TOP OF TANK

15"Ø PVC VAULT

LEVEL CONTROL FLOAT ASSEMBLY

BRONZE CHECK VALVE

(8) 1-1/4"Ø INLET HOLES AROUND

PERIMETER OF VAULT

EFFLUENT PUMP W/S.O. POWER CABLE AND 1/8"

BY-PASS ORIFICE IN THE DISCHARGE HEAD

DRAIN PORT W/NEOPRENE FLAP CHECK

SLOPE GROUND AWAY

ELECTRIC SPLICE W/CORDGRIPS

ELECTRIC CONDUIT

TO POWER SOURCE

A

LIQUID LEVEL

STANDARD INLET TEE

POLYETHYLENE SCREEN

24" Ø RIBBED TUF-TITE HIGH DENSITY POLYETHYLENE RISER AND

LID W/STAINLESS STEEL BOLTS AND BUILT IN GASKET

ALARM

ON

OFF

750 GAL SEPTIC PUMP

HIGH DENSITY POLYETHYLENE LID W/STAINLESS STEEL

BOLTS, BUILT IN GASKET AND STYROFOAM INSULATION

24"Ø RIBBED PVC RISER w/NEOPRENE GROMMETS

1-1/4"Ø PVC HOSE AND VALVE ASSEMBLY

W/FLO-CONTROLLER @ A

EFFLUENT DISCHARGE

1"Ø FLEXIBLE PVC HOSE (12" LONG W/FITTINGS)

2-PART EPOXY IN 1/2" GROOVE

FORMED IN THE TOP OF TANK

15"Ø PVC VAULT

LEVEL CONTROL FLOAT ASSEMBLY

BRONZE CHECK VALVE

(8) 1-1/4"Ø INLET HOLES AROUND

PERIMETER OF VAULT

EFFLUENT PUMP W/S.O. POWER CABLE AND 1/8"

BY-PASS ORIFICE IN THE DISCHARGE HEAD

DRAIN PORT W/NEOPRENE FLAP CHECK

SLOPE GROUND AWAY

FROM RISER

ELECTRIC SPLICE W/CORDGRIPS

ELECTRIC CONDUIT

TO POWER SOURCE

A

LIQUID LEVEL

STANDARD INLET TEE

750 GALLON CONCRETE 2 COMPARTMENT

SEPTIC TANK WITH NON SLOTTED BAFFLE

POLYETHYLENE SCREEN

24" Ø RIBBED TUF-TITE HIGH DENSITY POLYETHYLENE RISER AND

LID W/STAINLESS STEEL BOLTS AND BUILT IN GASKET

CHAMBER & EFFUENT PUMP

S-23

Exhibit 10

SECTION A-A

3' MIN. DISTANCE

BETWEEN WATER

SERVICE LINE &

SEWER LINE

5' MIN.

4" SOLID SEWER PIPE

SEPTIC TANK

10' APPROX.

WATER SERVICE

LINE

10' MAX OR DIRECTED BY PROJECT MANAGER

VARIES PER SOIL LOADING RATE

AND SITE CONDITIONS

4" PERFORATED PIPE

MOUND FOR AT-GRADE 3 " TO

SYNTHETIC FABRIC

2" MIN.

MIN. DEPTH OF

COVER 6"

MAX. DEPTH OF

COVER 24"

WELL

REQUIRED MINIMUM DISTANCES BETWEEN WATER

SUPPLY AND SANITATION FACILITIES

WATER SUPPLY LINE & BUILDING SEWER LINE

WATER SUPPLY LINE & SEPTIC TANK

WATER SUPPLY LINE & SEPTIC TANK

DISPOSAL FIELD

WELL & BUILDING SEWER LINE

WELL & SEPTIC TANK

WELL & SEPTIC TANK DISPOSAL FIELD

24"

12" MIN.

HOUSE

A

A

EARTH BACKFILL

1.

2.

3.

4.

5.

6.

10 FEET

10 FEET

25 FEET

50 FEET

50 FEET

100 FEET

DRAINFIELD

NTS

WASHED GRAVEL

(1/2" TO 1 1/2" WITH

LESS THAN 10% FINES)

2-WAY CLEANOUT

REQUIRED MINIMUM DISTANCES BETWEEN WATER

INSTALL DISTRIBUTION BOX AS PER DESIGN

6" AS PER DESIGN DETAIL

CONTRACTOR MUST COMPLY WITH ALL LOCAL,

STATE AND FEDERAL SET-BACKS

SECTION A-A

3' MIN. DISTANCE

BETWEEN WATER

SERVICE LINE &

SEWER LINE

5' MIN.

4" SOLID SEWER PIPE

SEPTIC TANK

10' APPROX.

WATER SERVICE

LINE

10' MAX OR DIRECTED BY PROJECT MANAGER

VARIES PER SOIL LOADING RATE

AND SITE CONDITIONS

4" PERFORATED PIPE

MOUND FOR AT-GRADE 3 " TO

SYNTHETIC FABRIC

2" MIN.

MIN. DEPTH OF

COVER 6"

MAX. DEPTH OF

COVER 24"

WELL

REQUIRED MINIMUM DISTANCES BETWEEN WATER

SUPPLY AND SANITATION FACILITIES

WATER SUPPLY LINE & BUILDING SEWER LINE

WATER SUPPLY LINE & SEPTIC TANK

WATER SUPPLY LINE & SEPTIC TANK

DISPOSAL FIELD

WELL & BUILDING SEWER LINE

WELL & SEPTIC TANK

WELL & SEPTIC TANK DISPOSAL FIELD

24"

12" MIN.

HOUSE

A

A

EARTH BACKFILL

1.

2.

3.

4.

5.

6.

10 FEET

10 FEET

25 FEET

50 FEET

50 FEET

100 FEET

DRAINFIELD

NTS

WASHED GRAVEL

(1/2" TO 1 1/2" WITH

LESS THAN 10% FINES)

2-WAY CLEANOUT

REQUIRED MINIMUM DISTANCES BETWEEN WATER

INSTALL DISTRIBUTION BOX AS PER DESIGN

6" AS PER DESIGN DETAIL

CONTRACTOR MUST COMPLY WITH ALL LOCAL,

STATE AND FEDERAL SET-BACKS

STDF-6A Revised 11/2001

Exhibit 11

THREADED PLUG

PERFORATED DRAINFIELD

PIPE

DRAINFIELD

GRAVEL

BACKFILL

GROUND SURFACE

DRAINFIELD INSPECTION PORT

NTS

PIPE

DRAINFIELD

GATE VALVE BOX

8" ROUND POLY

AND LID

THREADED PLUG

PERFORATED DRAINFIELD

PIPE

DRAINFIELD

GRAVEL

BACKFILL

GROUND SURFACE

DRAINFIELD INSPECTION PORT

NTS

PIPE

DRAINFIELD

GATE VALVE BOX

8" ROUND POLY

AND LID

STDF-4A Revised 11/2001

Exhibit 12

CHAMBER SECTION (TYP)

MIN

10'

PLAN VIEW

ISOMETRIC VIEW

SEE DETAIL SHEET 2

DISTANCE VARIES

4" PVC SSL

10' OC (TYP)

TEE (TYP)

90° ELBOW (TYP)

TANK

NTS

SERIAL CHAMBER DRAINFIELD

A

DISTRIBUTION BOX DETAIL

INLET

GROUND SURFACE

RESIDENTIAL DISTRIBUTION MODELS

D-3/D-5 OR EQUIVALENT

BOX: JENSEN PRECAST CONCRETE

AND GLUE IN PLACE (TYP)

TO FIT 4" SOLID SEWER PIPE

OUTLETS: CUT PLASTIC PIPE SEALS

ABOVE COVER

6" MINIMUN BACKFILL

DRAINFIELD DETAIL

SECTION B-B

SLOPE

CHAMBER SECTION (TYP)

MIN

10'

4" PVC

PLAN VIEW

ISOMETRIC VIEW

2-WAY CO

SEE DETAIL SHEET 2

DISTANCE VARIES

4" PVC SSL

10' OC (TYP)

TEE (TYP)

90° ELBOW (TYP)

TANK

SEPTIC

NTS

SERIAL CHAMBER DRAINFIELD

A

A

DISTRIBUTION BOX DETAIL

INLET

GROUND SURFACE

RESIDENTIAL DISTRIBUTION MODELS

D-3/D-5 OR EQUIVALENT

BOX: JENSEN PRECAST CONCRETE

AND GLUE IN PLACE (TYP)

TO FIT 4" SOLID SEWER PIPE

OUTLETS: CUT PLASTIC PIPE SEALS

ABOVE COVER

6" MINIMUN BACKFILL

DRAINFIELD DETAIL

SECTION B-B

SLOPE

STDF-09 Revised 11/2001

Exhibit 13

HOUSE

SEPTIC

TANK

90°ELBOW (TYP)

TEE (TYP)

10' OC (TYP)

4" PVC SSL

DISTANCE VARIES

SEPTIC

TANK

HOUSE

SEE EXHIBIT 15

DISTRIBUTION BOX

1/4" PER FOOT SLOPE

PER FOOT SLOPE

CHAMBER DRAIN FIELD

4" PVC @

CO

4" PVC @ 1/4"

4" PVC

GROUND SURFACE

ISOMETRIC VIEW

PLAN VIEW

PROFILE

DISTRIBUTION BOX

4"

10'

MIN

CHAMBER SECTION (TYP)

PVC

CHAMBER DRAINFIELD

2-WAY

CO

6" MINIMUN BACKFILL

ABOVE COVER

OUTLETS: CUT PLASTIC PIPE SEALS

TO FIT 4" SOLID SEWER PIPE

AND GLUE IN PLACE (TYP)

BOX: JENSEN PRECAST CONCRETE

D-3/D-5 OR EQUIVALENT

RESIDENTIAL DISTRIBUTION MODELS

GROUND SURFACE

INLET

DISTRIBUTION BOX DETAIL

HOUSE

SEPTIC

TANK

90°ELBOW (TYP)

TEE (TYP)

10' OC (TYP)

4" PVC SSL

DISTANCE VARIES

SEPTIC

TANK

HOUSE

SEE EXHIBIT 15

DISTRIBUTION BOX

1/4" PER FOOT SLOPE

PER FOOT SLOPE

CHAMBER DRAIN FIELD

4" PVC @

CO

4" PVC @ 1/4"

4" PVC

GROUND SURFACE

ISOMETRIC VIEW

PLAN VIEW

PROFILE

DISTRIBUTION BOX

4"

10'

MIN

CHAMBER SECTION (TYP)

PVC

CHAMBER DRAINFIELD

2-WAY

CO

6" MINIMUN BACKFILL

ABOVE COVER

OUTLETS: CUT PLASTIC PIPE SEALS

TO FIT 4" SOLID SEWER PIPE

AND GLUE IN PLACE (TYP)

BOX: JENSEN PRECAST CONCRETE

D-3/D-5 OR EQUIVALENT

RESIDENTIAL DISTRIBUTION MODELS

GROUND SURFACE

INLET

DISTRIBUTION BOX DETAIL

STDF-08 Revised 11/2001

Exhibit 14

REQUIRED MINIMUM DISTANCES

BETWEEN UTILITY LINES

WSL

WSL

WSL

WELL

WELL

WELL

SSL

ST

DF

SSL

ST

DF

10'

10'

25'

50'

50'

100'

SSL

WSL

ST

DF

SEWER SERVICE LINE

WATER SERVICE LINE

SEPTIC TANK

DRAIN FIELD

ISOMETRIC VIEW - CHAMBER DRAIN FIELD

2 CU FT GRAVEL

SPLASH PAD

CO CLEAN OUT---

12"

12" - 24"

CHAMBER

SECTION

NATIVE SOIL

36"

NTS

REQUIRED MINIMUM DISTANCES

BETWEEN UTILITY LINES

WSL

WSL

WSL

WELL

WELL

WELL

SSL

ST

DF

SSL

ST

DF

10'

10'

25'

50'

50'

100'

SSL

WSL

ST

DF

SEWER SERVICE LINE

WATER SERVICE LINE

SEPTIC TANK

DRAIN FIELD

ISOMETRIC VIEW - CHAMBER DRAIN FIELD

2 CU FT GRAVEL

SPLASH PAD

CO CLEAN OUT---

12"

12" - 24"

CHAMBER

SECTION

NATIVE SOIL

36"

NTS

STDF-5A Revised 11/2001

Exhibit 15

DRAINFIELD

TRENCH WALL

BACKFILL

GROUND SURFACE

CHAMBERED DRAINFIELD INSPECTION PORT

NTS

DRAINFIELD PIPE

INFILTRATOR CHAMBER

HIGH CAPACITY MODEL

THREADED

8" ROUND POLY

GATE VALVE BOX

PLUG

DRAINFIELD

TRENCH WALL

BACKFILL

GROUND SURFACE

CHAMBERED DRAINFIELD INSPECTION PORT

NTS

DRAINFIELD PIPE

INFILTRATOR CHAMBER

HIGH CAPACITY MODEL

THREADED

8" ROUND POLY

GATE VALVE BOX

PLUG

Exhibit 16

GROUND SURFACE

VARIES

V A R I E S

CAP & FILL

FILTER FABRIC

1 1/4" SCH 40

PVC PIPE WITH

DRAINFIELD GRAVEL

1/8" ORFICE SPACED

24" APART AT 12 O'CLOCK

POSITION.

GROUND SURFACE

V A R I E S

CAP & FILL

FILTER FABRIC

1 1/4" SCH 40

PVC PIPE WITH

DRAINFIELD GRAVEL

NTS

1/8" ORFICE SPACED

24" APART AT 12 O'CLOCK

POSITION.

LOW PRESSURE DOSED

DRAINFIELD TRENCH W/ GRAVEL

STDF-32

Exhibit 17

INFILTRATOR CHAMBER

PRESSURE DOSING OPTIONS

12"

34"

PRESSURE PIPE WITH

HOLES AT 12 O'CLOCK

ALL WEATHER PLASTIC

PIPE STRAP WITH 120 POUNDS

TENSILE STRENGTH AT EVERY

CHAMBER CONNECTION

HIGH CAPACITY

INFILTRATOR

PRESSURE PIPE WITH

HOLES AT 12 O'CLOCK

HIGH CAPACITY

INFILTRATOR

34"

12"

STABILIZE OR "T" EVERY 10' TO

PREVENT PIPE ROTATION AND

MAINTAIN PROPER PIPE POSITION

METHOD "A" METHOD "B"

PLEASE NOTE: ALL INFILTRATOR CHAMBER MODELS MAY BE PRESSURE-DOSED IN THIS MANNER;

SIZES VARY AS PER PROJECT MANAGER.

INFILTRATOR CHAMBER

PRESSURE DOSING OPTIONS

12"

34"

PRESSURE PIPE WITH

HOLES AT 12 O'CLOCK

ALL WEATHER PLASTIC

PIPE STRAP WITH 120 POUNDS

TENSILE STRENGTH AT EVERY

CHAMBER CONNECTION

HIGH CAPACITY

INFILTRATOR

PRESSURE PIPE WITH

HOLES AT 12 O'CLOCK

HIGH CAPACITY

INFILTRATOR

34"

12"

STABILIZE OR "T" EVERY 10' TO

PREVENT PIPE ROTATION AND

MAINTAIN PROPER PIPE POSITION

METHOD "A" METHOD "B"

PLEASE NOTE: ALL INFILTRATOR CHAMBER MODELS MAY BE PRESSURE-DOSED IN THIS MANNER;

SIZES VARY AS PER PROJECT MANAGER.

STDF-36

EXHIBIT 18

LOW PRESSURE DOSING - INFILTRATOR CHAMBERS

END PLATE

HIGH CAPACITY INFILTRATOR CHAMBERS

PLAN VIEW

(SIDE VIEW)

(NOT TO SCALE)

PIPE SIZE, HOLE SIZE & SPACING AS DETERMINED BY DESIGNER

CLEANOUT

PVC FEMALE

ADAPTER WITH

THREADED CAP TO

FINISHED GRADE OR

PLACE WITHIN AN

IRRIGATION BOX

R

PVC PERFORATED PIPE PRESSURE

DISTRIBUTION LATERAL

PRESSURE PIPING CAN BE HUNG FROM THE CHAMBER (AS SHOWN)

OR PLACED ON THE GROUND

PLEASE NOTE: ALL INFILTRATOR CHAMBER MODELS MAY BE DESIGNED FOR THIS APPLICATION.

LOW PRESSURE DOSING - INFILTRATOR CHAMBERS

HIGH CAPACITY INFILTRATOR CHAMBERS

PLAN VIEW

(SIDE VIEW)

(NOT TO SCALE)

PIPE SIZE, HOLE SIZE & SPACING AS DETERMINED BY DESIGNER

CLEANOUT

PVC FEMALE

ADAPTER WITH

THREADED CAP TO

FINISHED GRADE OR

PLACE WITHIN AN

IRRIGATION BOX

R

PVC PERFORATED PIPE PRESSURE

DISTRIBUTION LATERAL

PRESSURE PIPING CAN BE HUNG FROM THE CHAMBER (AS SHOWN)

OR PLACED ON THE GROUND

PLEASE NOTE: ALL INFILTRATOR CHAMBER MODELS MAY BE DESIGNED FOR THIS APPLICATION.

STDF-35

EXHIBIT 19

PRESSURE PIPING CAN BE HUNG FROM THE CHAMBER (AS SHOWN)

OR PLACE ON THE GROUND

HIGH CAPACITY INFITRATOR CHAMBERS

NOTE: ALL INFILTRATOR CHAMBER MODELS MAY BE DESIGNED FOR THIS APPLICATION.

CLEANOUT

PVC FEMAL ADAPTER

WITH THREADED CAP

TO FINISHED GRADE

OR PLACE WITHIN AN

IRRIGATION BOX.

PVC PERFORATED PIPE

PRESSURE DISTRIBUTION

LATERAL

PLAN VIEW

PIPE SIZE, HOEL SIZE & SPACING

AS DETERMINED BY DESIGNER

PRESSURIZED GRAVEL LESS DRAINFIELD

OR PLACE ON THE GROUND

HIGH CAPACITY INFITRATOR CHAMBERS

NOTE: ALL INFILTRATOR CHAMBER MODELS MAY BE DESIGNED FOR THIS APPLICATION.

CLEANOUT

PVC FEMAL ADAPTER

WITH THREADED CAP

TO FINISHED GRADE

OR PLACE WITHIN AN

IRRIGATION BOX.

PVC PERFORATED PIPE

PRESSURE DISTRIBUTION

LATERAL

PLAN VIEW

PIPE SIZE, HOEL SIZE & SPACING

AS DETERMINED BY DESIGNER

PRESSURIZED GRAVEL LESS DRAINFIELD

STDF-34

EXHIBIT 20

OR PLACE ON THE GROUND

HIGH CAPACITY INFITRATOR CHAMBERS

NOTE: ALL INFILTRATOR CHAMBER MODELS MAY BE DESIGNED FOR THIS APPLICATION.

CLEANOUT

PVC FEMAL ADAPTER

WITH THREADED CAP

TO FINISHED GRADE

OR PLACE WITHIN AN

IRRIGATION BOX.

PVC PERFORATED PIPE

PRESSURE DISTRIBUTION

LATERAL

PLAN VIEW

PIPE SIZE, HOEL SIZE & SPACING

AS DETERMINED BY DESIGNER

PRESSURIZED GRAVEL LESS DRAINFIELD

UNDISTURBED

SOIL

6" MIN

COVER

(VARIES)

FINAL

BACKFILL

12"

MAX

PIPE

DIA

INITIAL

BACKFILL

HAUNCHING

PIPE

PIPE

EMBEDMENT

ZONE

AND SITE

AS PER SOIL

DEPTH VARIES

GROUND SURFACE

CONDITIONS

MAX

12"

UNDISTURBED

SOIL

6" MIN

COVER

SEE SECTION 02200

SUITABLE SOILS (NTS)

TRENCH DETAIL

(VARIES)

FINAL

BACKFILL

12"

MAX

PIPE

DIA

INITIAL

BACKFILL

HAUNCHING

PIPE

PIPE

EMBEDMENT

ZONE

AND SITE

AS PER SOIL

DEPTH VARIES

GROUND SURFACE

CONDITIONS

MAX

12"

T-01

EXHIBIT 21

6" MIN

COVER

PIPE

UNDISTURBED

SOIL

MAX

12"

BEDDING

4" MIN

HAUNCHING

INITIAL

BACKFILL

ZONE

PIPE

EMBEDMENT

(VARIES)

BACKFILL

FINALPIPE

DIA

DEPTH VARIES

AS PER SOIL

CONDITIONS

AND SITE

MAX

12"

SEE SECTION 02200

UNSUITABLE SOILS (NTS)

TRENCH DETAIL

6" MIN

COVER

PIPE

UNDISTURBED

SOIL

MAX

12"

BEDDING

4" MIN

HAUNCHING

INITIAL

BACKFILL

ZONE

PIPE

EMBEDMENT

(VARIES)

BACKFILL

FINALPIPE

DIA

DEPTH VARIES

AS PER SOIL

CONDITIONS

AND SITE

MAX

12"

T-02

EXHIBIT 22

2. CONCRETE SHALL PASS 17200 kPa CYLINDER TEST PRIOR TO

3. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL.

4. JOINTS AND FACE OF PIPE PLUGS SHALL BE KEPT CLEAR OF CONCRETE.

5. REQUIRED THRUST BLOCK SURFACE AREA SHALL BE MET BY CONSTRUCTING BLOCKS

WITH REQUIRED HEIGHT AND WIDTH WHILE MAINTAINING REQUIRED THICKNESS.

WATER LINE PRESSURE TEST.

1. ALL VALUES SHOWN ARE MINIMUM FOR A HYDROSTATIC PRESSURE OF 1100 kPa

CROSS

(EACH)

425 x 425

300 x 300

150 x 150

700 x 700

550 x 550

SIZE OF THRUST FACE

1025 x 1025

900 x 900

825 x 825

1150 x 1150

AND 9800 kPa/m

NOTES:

400 mm

350 mm

300 mm

450 mm

1225 x 1225

1075 x 1075

975 x 975

1375 x 1375

150 mm

100 mm

50 mm

250 mm

200 mm

PIPE NOM. SIZE

500 x 500

350 x 350

825 x 825

650 x 650

TEE OF PLUG

175 x 175

BA

60°

1200 x 1200

1075 x 1075

925 x 925

850 x 850

1450 x 1450

1275 x 1275

1625 x 16251375 x 1375

975 x 975

1225 x 1225

1075 x 1075

1175 x 1175 625 x 625

675 x 675

750 x 750

850 x 850

550 x 550

425 x 425

600 x 600

475 x 475

E

45°

BEND

775 x 775

575 x 575

450 x 450

300 x 300

150 x 150

825 x 825

650 x 650

500 x 500

350 x 350

975 x 975

775 x 775

600 x 600

400 x 400

C

(EACH)

PLUG. TEE

175 x 175

D

90°

225 x 225

BEND

225 x 225

325 x 325

400 x 400

500 x 500

150 x 150

225 x 225

300 x 300

350 x 350

125 x 125

22-1/2°

F

BEND

G

BEND

11-1/4°

100 x 100

VERTICAL CONCRETE THRUST BLOCK

NTSC-9

E, F & G

VERTICAL BENDS

SEE NOTE NO. 2

C

A

D

B

2. CONCRETE SHALL PASS 17200 kPa CYLINDER TEST PRIOR TO

3. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL.

4. JOINTS AND FACE OF PIPE PLUGS SHALL BE KEPT CLEAR OF CONCRETE.

5. REQUIRED THRUST BLOCK SURFACE AREA SHALL BE MET BY CONSTRUCTING BLOCKS

WITH REQUIRED HEIGHT AND WIDTH WHILE MAINTAINING REQUIRED THICKNESS.

WATER LINE PRESSURE TEST.

1. ALL VALUES SHOWN ARE MINIMUM FOR A HYDROSTATIC PRESSURE OF 1100 kPa

CROSS

(EACH)

425 x 425

300 x 300

150 x 150

700 x 700

550 x 550

SIZE OF THRUST FACE

1025 x 1025

900 x 900

825 x 825

1150 x 1150

AND 9800 kPa/m

NOTES:

400 mm

350 mm

300 mm

450 mm

1225 x 1225

1075 x 1075

975 x 975

1375 x 1375

150 mm

100 mm

50 mm

250 mm

200 mm

PIPE NOM. SIZE

500 x 500

350 x 350

825 x 825

650 x 650

TEE OF PLUG

175 x 175

BA

60°

1200 x 1200

1075 x 1075

925 x 925

850 x 850

1450 x 1450

1275 x 1275

1625 x 16251375 x 1375

975 x 975

1225 x 1225

1075 x 1075

1175 x 1175 625 x 625

675 x 675

750 x 750

850 x 850

550 x 550

425 x 425

600 x 600

475 x 475

E

45°

BEND

775 x 775

575 x 575

450 x 450

300 x 300

150 x 150

825 x 825

650 x 650

500 x 500

350 x 350

975 x 975

775 x 775

600 x 600

400 x 400

C

(EACH)

PLUG. TEE

175 x 175

D

90°

225 x 225

BEND

225 x 225

325 x 325

400 x 400

500 x 500

150 x 150

225 x 225

300 x 300

350 x 350

125 x 125

22-1/2°

F

BEND

G

BEND

11-1/4°

100 x 100

VERTICAL CONCRETE THRUST BLOCK

NTSC-9

E, F & G

VERTICAL BENDS

SEE NOTE NO. 2

C

A

D

B

T-4

EXHIBIT 23

MARKER POST DETAIL

3' PVC OR GALV.

PIPE FILL w/CONC.

INDICATOR TAPE

A OPTION B

N.T.S.

WATER MAIN

3'

2'

``CHECK VALVE'', ETC. INSTALL OPTION

VALVE'', ``CLEANOUT'', ``45° BEND'',

w/SILVER REFLECTIVE LETTERS: ``GATE

B IN PLACE OF METAL POST, OPTION A,

WITHIN 30 FT. OF ROAD EDGE.

FLEXIBLE TRAFFFIC MARKER-CARSONITE

MODEL CRM-375R OR EQUAL, WHITE

IN CONC. IN TOP

BRASS CAP SET

OF PIPE

G A T E

V A L V E

MARKER POST DETAIL

3' PVC OR GALV.

PIPE FILL w/CONC.

INDICATOR TAPE

A OPTION B

N.T.S.

WATER MAIN

3'

2'

``CHECK VALVE'', ETC. INSTALL OPTION

VALVE'', ``CLEANOUT'', ``45° BEND'',

w/SILVER REFLECTIVE LETTERS: ``GATE

B IN PLACE OF METAL POST, OPTION A,

WITHIN 30 FT. OF ROAD EDGE.

FLEXIBLE TRAFFFIC MARKER-CARSONITE

MODEL CRM-375R OR EQUAL, WHITE

IN CONC. IN TOP

BRASS CAP SET

OF PIPE

G A T E

V A L V E

T-6

EXHIBIT 24

8" PVC

STRAPPING WOOD CROSS PIECE

CABLE

PULL CABLE TO

SLIDE PIPE THROUGH

CASING

ASPHALT FIBERED MASTIC FOR

WATER PROOFING MIN. THICKNESS 1/2"

8" PVC

8" PVC

CABLE

WOOD CROSS PIECE

STRAPPING

REDWOOD SKIDS

12" WELDED STEEL CASING

REDWOOD SKIDS

4" THICK STYROFOAM

WASHER INSTALLED

AT BOTH ENDS OF

STEEL CASING

SECTION A-A

SECTION B-B

ROAD CROSSING STEEL ENCASEMENT DETAIL

B

B

A

A

18" 36" 12"

CABLE

N.T.S.

8" PVC

STRAPPING WOOD CROSS PIECE

CABLE

PULL CABLE TO

SLIDE PIPE THROUGH

CASING

ASPHALT FIBERED MASTIC FOR

WATER PROOFING MIN. THICKNESS 1/2"

8" PVC

8" PVC

CABLE

WOOD CROSS PIECE

STRAPPING

REDWOOD SKIDS

12" WELDED STEEL CASING

REDWOOD SKIDS

4" THICK STYROFOAM

WASHER INSTALLED

AT BOTH ENDS OF

STEEL CASING

SECTION A-A

SECTION B-B

ROAD CROSSING STEEL ENCASEMENT DETAIL

B

B

A

A

18" 36" 12"

CABLE

N.T.S.

T-07 Revised 11/2001

EXHIBIT 25

PAVEMENT CUT DETAIL

NEW ASPHALT PAVEMENT

TRENCH

GROUND

EXISTING

NOTES:

N.T.S.

PAVEMENT REMOVAL

CLEAN, VERTICAL & STRAIGHT

PAVEMENT CUTTER

4. SEE PLAN FOR LIMITS OF

3. IRREGULAR BREAKAGES SHALL

2. PAVEMENT CUTS SHALL BE

1. CUTS SHALL BE MADE WITH A

CUTTING WHEEL OR A PNEUMATIC

BE REPLACED

BASE

TACK COAT

EXISTING PAVEMENT

EXISTING

COURSE

6" MIN

CUT (TYP)

PAVEMENT

BASE

COURSE

COMPACTED

SUBGRADE

C L

NEW

SEE TP 02510

EXHIBIT 26

PAVEMENT CUT DETAIL

NEW ASPHALT PAVEMENT

TRENCH

GROUND

EXISTING

NOTES:

N.T.S.

PAVEMENT REMOVAL

CLEAN, VERTICAL & STRAIGHT

PAVEMENT CUTTER

4. SEE PLAN FOR LIMITS OF

3. IRREGULAR BREAKAGES SHALL

2. PAVEMENT CUTS SHALL BE

1. CUTS SHALL BE MADE WITH A

CUTTING WHEEL OR A PNEUMATIC

BE REPLACED

BASE

TACK COAT

EXISTING PAVEMENT

EXISTING

COURSE

6" MIN

CUT (TYP)

PAVEMENT

BASE

COURSE

COMPACTED

SUBGRADE

C L

NEW

SEE TP 02510

EXHIBIT 26

T-10A

Contractor must conform with all requirements of the OSHA standard for excavation safety (29 CFR 1926 SUBPART P).

Included among the OSHA standards is a requirement for protection of workers in excavations 5 feet or greater in depth.

Protective systems can be sloping/benching of excavation walls, or installation of support/shielding devices. Design of protective systems must be based on field classification of the soil by a competent person. Protective systems must be in accordance with the tables and figures shown in the OSHA standards, or must be a manufactured protection system used in strict conformance with the manufacturer's instructions, or must be a protection system designed by a registered professional engineer.

The contractor should study the OSHA standard for further detail.

NOTE:

Contractor must conform with all requirements of the OSHA standard for excavation safety (29 CFR 1926 SUBPART P).

Included among the OSHA standards is a requirement for protection of workers in excavations 5 feet or greater in depth.

Protective systems can be sloping/benching of excavation walls, or installation of support/shielding devices. Design of protective systems must be based on field classification of the soil by a competent person. Protective systems must be in accordance with the tables and figures shown in the OSHA standards, or must be a manufactured protection system used in strict conformance with the manufacturer's instructions, or must be a protection system designed by a registered professional engineer.

The contractor should study the OSHA standard for further detail.

NOTE:

T-11

EXHIBIT 27

INSTALLATION DETAIL

C.I. VALVE & VALVE BOX

GROUND ELEVATION

PLAN VIEW

ELEVATION

PIPE

CONCRETE PAD w/#4 LOOP OR 6x6x10x10 MESH

2'x 2'x 4'' REINFORCED

ROADWAY, CONCRETE

PAD SHALL BE FLUSH

WITH PAVEMENT.

C.I. GATE VALVE

IF INSTALLED IN PAVED

PIPE

NOTE:

_____ SQ. FT.

THRUST BLOCK

M I N

TELESCOPING

AND SMALLER

FOR VALVE 10''

BE #4 REBAR

ANCHOR ROD TO

VALVE BOX

V A R I A B L E

M I N I M U M

2''

INSTALLATION DETAIL

C.I. VALVE & VALVE BOX

GROUND ELEVATION

PLAN VIEW

ELEVATION

PIPE

CONCRETE PAD w/#4 LOOP OR 6x6x10x10 MESH

2'x 2'x 4'' REINFORCED

ROADWAY, CONCRETE

PAD SHALL BE FLUSH

WITH PAVEMENT.

C.I. GATE VALVE

IF INSTALLED IN PAVED

PIPE

NOTE:

_____ SQ. FT.

THRUST BLOCK

M I N

TELESCOPING

AND SMALLER

FOR VALVE 10''

BE #4 REBAR

ANCHOR ROD TO

VALVE BOX

V A R I A B L E

M I N I M U M

2''

W-01 Revised 11/2001

TRAFFIC

18"

IRON LID, STAMPED "WATER"

OR APPROVED EQUAL, WITH CAST

"CRISTY" G5 TRAFFIC VALVE BOX

1.5" MIN. AC PAVEMENT

CLASS "A" CONCRETE COLLAR

6" THICK x 3' O.D. MIN.

VALVE BODY AND BOTTOM OF

STEM AND LEAVE MIN 6" GAP BETWEEN

CENTER EXTENSION OVER VALVE

& ADAPTER OR APPROVED EQUAL.

"CRISTY" ADS PLASTIC EXTENSION

(S.E. 50 OR BETTER)

3" SAND OR SANDY MATERIAL

WIDTH = TRENCH WIDTH

3000 PSI CONCRETE OR

CONCRETE VALVE SUPPORT,

SAND BEDDING

BOX PER OWID STANDARD DETIAL

SINGLE WALL TYPE TO SUPPORT VALVE

INST. ABS CORRIGATED DRAIN LINE PIPE

2" SQUARE OPERATING NUT

EXTENSION STEM

1 1/4" STEEL

3"

TRAFFIC GATE VALVE DETAIL

NON-TRAFFIC

SEE

VALVE BOX LID

TRAFFIC

18"

IRON LID, STAMPED "WATER"

OR APPROVED EQUAL, WITH CAST

"CRISTY" G5 TRAFFIC VALVE BOX

1.5" MIN. AC PAVEMENT

CLASS "A" CONCRETE COLLAR

6" THICK x 3' O.D. MIN.

VALVE BODY AND BOTTOM OF

STEM AND LEAVE MIN 6" GAP BETWEEN

CENTER EXTENSION OVER VALVE

& ADAPTER OR APPROVED EQUAL.

"CRISTY" ADS PLASTIC EXTENSION

(S.E. 50 OR BETTER)

3" SAND OR SANDY MATERIAL

WIDTH = TRENCH WIDTH

3000 PSI CONCRETE OR

CONCRETE VALVE SUPPORT,

SAND BEDDING

BOX PER OWID STANDARD DETIAL

SINGLE WALL TYPE TO SUPPORT VALVE

INST. ABS CORRIGATED DRAIN LINE PIPE

2" SQUARE OPERATING NUT

EXTENSION STEM

1 1/4" STEEL

3"

TRAFFIC GATE VALVE DETAIL

NON-TRAFFIC

SEE

EXIST GROUND

CAST IRON LID

GATE VALVE AND BOX

VALVE BOX LID

Revised 11/2001W-01A

EXHIBIT 29

CONCRETE

C.I. FRAME

24'' I.D. RCP,

CMP OR PVC

TYPICAL AIR/VACUUM RELEASE VALVE INSTALLATION

2'-0'' H-10291

6'' MIN.

3/4'' GALV. AIR VACUUM

STREET ELBOW

MODEL 143C OR EQUAL

VALVE BOX SUPPORTED

ON BRICKS OR CONCRETE

8 CU. FT. DRAIN PIT

w/GRAVEL 3/8'' TO 1''

AIR & VACUUM RELIEF VALVE

RELIEF LINE OR COMBINATION

BLOCKS 2 MIN.

APCO AIR RELEASE

1'' PIPE

SUPPORT

STOP

TRENCH

WALL

CORP.

MIN.

6'' MIN.

BRONZE OF COPPER

SCREENED OPENING

100 MESH MAX.

GALV. TEE

& PLUG

CURB STOP

MUELLER

UNION

C.I. COVER

SCHD. 40 BITUMINOUS

V A R I A B L E

N.T.S.

COATED AND WRAPPED

w/2 LAYERS VINYL TAPE.

IF PVC PIPE.

WATER MAIN

1'' TAPPED TEE OR DOUBLE

STRAP SADDLE BRONZE

OR BRONZE PVC CLAMP,

1'' GALV. PIPE,

CONCRETE

C.I. FRAME

24'' I.D. RCP,

CMP OR PVC

TYPICAL AIR/VACUUM RELEASE VALVE INSTALLATION

2'-0'' H-10291

6'' MIN.

3/4'' GALV. AIR VACUUM

STREET ELBOW

MODEL 143C OR EQUAL

VALVE BOX SUPPORTED

ON BRICKS OR CONCRETE

8 CU. FT. DRAIN PIT

w/GRAVEL 3/8'' TO 1''

AIR & VACUUM RELIEF VALVE

RELIEF LINE OR COMBINATION

BLOCKS 2 MIN.

APCO AIR RELEASE

1'' PIPE

SUPPORT

STOP

TRENCH

WALL

CORP.

MIN.

6'' MIN.

BRONZE OF COPPER

SCREENED OPENING

100 MESH MAX.

GALV. TEE

& PLUG

CURB STOP

MUELLER

UNION

C.I. COVER

SCHD. 40 BITUMINOUS

V A R I A B L E

N.T.S.

COATED AND WRAPPED

w/2 LAYERS VINYL TAPE.

IF PVC PIPE.

WATER MAIN

1'' TAPPED TEE OR DOUBLE

STRAP SADDLE BRONZE

OR BRONZE PVC CLAMP,

1'' GALV. PIPE,

Revised 11/2001W-05

EXHIBIT 30

CORP.

1" BRASS

STOP

SET TOP OF LID TO FINISHED GRADE

SLOPE TO ARV

INST. W/CONSTANT UPWARD

1" COPPER PIPE

BRASS FITTING

SEE TRENCH

GATE VALVE

ISOLATION

1" BRASS

VALVE

1" DIA GI PIPE

COMBINATION

AIR/VACUUM

RELEASE

(2) 90° GAL. ELBOWS

SEE

METER BOX

B-9 TYPE

OFFSET 1" AIR RELEASE VALVE (N.T.S.)

VENT PIPE (N.T.S.)

1" DIA GAL. PIPE

STAINLESS STEEL

1" DIA GAL. PIPE

THREADED SCREEN

CORP.

1" BRASS

STOP

SET TOP OF LID TO FINISHED GRADE

SLOPE TO ARV

INST. W/CONSTANT UPWARD

1" COPPER PIPE

BRASS FITTING

SEE TRENCH

GATE VALVE

ISOLATION

1" BRASS

VALVE

1" DIA GI PIPE

COMBINATION

AIR/VACUUM

RELEASE

(2) 90° GAL. ELBOWS

SEE

METER BOX

B-9 TYPE

OFFSET 1" AIR RELEASE VALVE (N.T.S.)

VENT PIPE (N.T.S.)

1" DIA GAL. PIPE

STAINLESS STEEL

1" DIA GAL. PIPE

THREADED SCREEN

W-05C EXHIBIT 31

FLUSH HYDRANT, AS SPECIFIED

CONCRETE THRUST

BLOCK POURED AGAINST

UNDISTURBED EARTH

GRAVEL 18"

8"

CONCRETE THRUST

BLOCK POURED AGAINST

UNDISTURBED EARTH

GATE VALVE

6"X6"X4" TEE

4"

ADJUSTABLE SLIP

TYPE VALVE BOX

2' SQx4" THICK

FORMED CONCRETE

COLLAR

LOCKING COVERGROUND

SURFACE

36"

FLUSH HYDRANT w/GATE VALVE N.T.S.

3'-0"

2'-0"

3'-8"

SHALL BE WRAPPED WITH

SCOTCH RAP 50 (TYP)

10"

W/REFLECTIVE TAPE OR

4" GALV. GUARD POST

PAINT, TWO PER HYDRANT

ALL UNDERGROUND GALV. PIPE

6" DIA

PIPE

MIN.

FLUSH HYDRANT, AS SPECIFIED

CONCRETE THRUST

BLOCK POURED AGAINST

UNDISTURBED EARTH

GRAVEL 18"

8"

CONCRETE THRUST

BLOCK POURED AGAINST

UNDISTURBED EARTH

GATE VALVE

6"X6"X4" TEE

4"

ADJUSTABLE SLIP

TYPE VALVE BOX

2' SQx4" THICK

FORMED CONCRETE

COLLAR

LOCKING COVERGROUND

SURFACE

36"

FLUSH HYDRANT w/GATE VALVE N.T.S.

3'-0"

2'-0"

3'-8"

SHALL BE WRAPPED WITH

SCOTCH RAP 50 (TYP)

10"

W/REFLECTIVE TAPE OR

4" GALV. GUARD POST

PAINT, TWO PER HYDRANT

ALL UNDERGROUND GALV. PIPE

6" DIA

PIPE

MIN.

W-2A Revised 11/2001

EXHIBIT 32

NOTE: ALL CONNECTION TO PE PIPE TO BE

MADE W/BRASS PACK JOINT FITTINGS

ALL THREADS TO BE IPS.

45°

WATER SERVICE CONNECTION

N.T.S.

BRASS SERVICE SADDLE

(FORD S70 OR EQUAL)

1" IPS CORP STOP

FORD FB1101

OR EQUAL

CONNECT TO EXISTING WSL

METER BOX

TO HOUSE

4" PVC MAIN

NOTE: ALL CONNECTION TO PE PIPE TO BE

MADE W/BRASS PACK JOINT FITTINGS

ALL THREADS TO BE IPS.

45°

WATER SERVICE CONNECTION

N.T.S.

BRASS SERVICE SADDLE

(FORD S70 OR EQUAL)

1" IPS CORP STOP

FORD FB1101

OR EQUAL

CONNECT TO EXISTING WSL

METER BOX

TO HOUSE

4" PVC MAIN

W-04B Revised 11/2001

EXHIBIT 33

BACKFILL

LEAVE SLACK

1'' POLYETHYLENE

(BY OTHERS)

4''x 8''x 16''

CONCRETE

BLOCK

VARIABLE

DESCRIPTION

DOUBLE-STRAP SERVICE SADDLE (MALLEABLE OR DUCTILE IRON), OR TAPPED COUPLING

(1'' IRON PIPE THREAD OUTLET)

CORPORATION STOP, 1'' MALE IRON PIPE THREAD INLET x 1'' MALE 1.P.T. OUTLET

COUPLING, FEMALE IRON PIPE THREAD TO PACK JOINT COUPLING

POLYETHYLENE PIPE, 1'' , HI/MOL 160# (PE - 3406, SDR-7), LENGTH AS REQUIRED

COUPLING, 1'' IRON PIPE SIZE PACK JOINT x 1'' IRON PIPE SIZE PACK JOINT

COUPLING, 1'' MALE IRON PIPE THREAD x PACK JOINT

CURB BOX

BALL TYPE CURB STOP, 1'' FEMALE IRON PIPE THREAD BOTH ENDS

1)

2)

3)

4)

5)

6)

7)

8)

NOTE:

AND DOMESTIC SEWER OR SEWER SERVICELINE.

PROVIDE TEN (10) FOOT HORIZONTAL SEPARATION BETWEEN WATER SERVICELINE

WATER SERVICE CONNECTION

N.T.S.

4 5 4 6 7

M I N

45°

BACKFILL

LEAVE SLACK

1'' POLYETHYLENE

(BY OTHERS)

4''x 8''x 16''

CONCRETE

BLOCK

VARIABLE

DESCRIPTION

DOUBLE-STRAP SERVICE SADDLE (MALLEABLE OR DUCTILE IRON), OR TAPPED COUPLING

(1'' IRON PIPE THREAD OUTLET)

CORPORATION STOP, 1'' MALE IRON PIPE THREAD INLET x 1'' MALE 1.P.T. OUTLET

COUPLING, FEMALE IRON PIPE THREAD TO PACK JOINT COUPLING

POLYETHYLENE PIPE, 1'' , HI/MOL 160# (PE - 3406, SDR-7), LENGTH AS REQUIRED

COUPLING, 1'' IRON PIPE SIZE PACK JOINT x 1'' IRON PIPE SIZE PACK JOINT

COUPLING, 1'' MALE IRON PIPE THREAD x PACK JOINT

CURB BOX

BALL TYPE CURB STOP, 1'' FEMALE IRON PIPE THREAD BOTH ENDS

1)

2)

3)

4)

5)

6)

7)

8)

NOTE:

AND DOMESTIC SEWER OR SEWER SERVICELINE.

PROVIDE TEN (10) FOOT HORIZONTAL SEPARATION BETWEEN WATER SERVICELINE

WATER SERVICE CONNECTION

N.T.S.

4 5 4 6 7

M I N

45°

W-04-s3 Revised 11/2001

EXHIBIT 34

1" GALV TEE

HOSE BIBB W/ VACUUM BREAKER

1" GATE VALVE

1" UNION

FOAM-TYPE INSULATION

STUB OUT (BY OTHER)

HOUSE WATER SERVICE

NOTE: CONNECT TO HOUSE PIPING AS NEEDED

1" GALV TEE

HOSE BIBB W/ VACUUM BREAKER

1" GATE VALVE

WATER SERVICE LINE

WATER SERVICE LINE TO

HOUSE CONNECTION DETAIL

90° BEND

N.T.S.

GALV INSERT COUPLING

1" UNION

1" GALV

FOAM-TYPE INSULATION

STUB OUT (BY OTHER)

HOUSE WATER SERVICE

FROM WATER SOURCE

36' MIN

DEPTH

PIPE

NOTE: CONNECT TO HOUSE PIPING AS NEEDED

W-31 Revised 11/2001

EXHIBIT 35

1500 GAL WATER STORAGE TANK PROFILE VIEW

NTS

2" UNION TYP.

SAMPLING SPIGOT

FILL RINGWALL WITH 3/8-INCH PEA GRAVEL

1"

2" UNION TYP.

GRADE AND LEVEL 5'

SCARIFY 6-INCH UNDER TANKFROM THE TANK

AND COMPACT TO 90% PROCTOR

16-INCHES

ACCESS MANHOLE

AND LID

TO DISTRIBUTION

2" GV

GRADE AND LEVEL 5'

FROM THE TANK

AND GV

GRAVEL FOUNDATION RINGWALL

1500 GAL WATER STORAGE TANK PROFILE VIEW

NTS

2" UNION TYP.

FROM WATER SOURCE

SAMPLING SPIGOT

CONNECTED TO TANK PER

MANUFACTURES RECOMMENDATION

FILL RINGWALL WITH 3/8-INCH PEA GRAVEL

1"

2" UNION TYP.

WATER STORAGE TANK PLAN VIEW

NTS

TO DISTRIBUTION

FROM SOURCE

16-Inch ∅ ACCESS MANHOLE

W-35

NTS

GRADE AND LEVEL 5'

9-FT ∅ 6-INCH GALVANIZED

RING WALL 14-GAUGE STEEL

6"

12"

SCARIFY 6-INCH UNDER TANKFROM THE TANK

AND COMPACT TO 90% PROCTOR

W-35

16-INCHES

ACCESS MANHOLE

AND LID

TO DISTRIBUTION

2" GV

GRADE AND LEVEL 5'

FROM THE TANK

AND GV

W-35

WATER STORAGE TANK

EXHIBIT 36

OUTLET WITH GV

INLET WITH GV

1-1/4" INLET

1-1/4" OUTLET

1-1/4" TO WASTE

1-1/4" DRAIN

FILTER SAND

.15mm-.3mm

UC<2.5

3/4" BRASS BALL

VALVE AND FLOAT

24"

51"

6"

SLOW SAND FILTER

PEA

GRAVEL

WASHED

AND SAMPLE TAP

AND SAMPLE TAP

34"

305 GALLON TANK

FLUSH PIPE

MIN 10'-

AWAY FROM

TANK

FLUSH VALVE

OUTLET WITH GV

INLET WITH GV

FILTER SAND

.15mm-.3mm

UC<2.5

3/4" BRASS BALL

VALVE AND FLOAT

24"

51"

6"

SLOW SAND FILTER

PEA

GRAVEL

WASHED

AND SAMPLE TAP

AND SAMPLE TAP

34"

305 GALLON TANK

FLUSH PIPE

MIN 10'-

AWAY FROM

TANK

FLUSH VALVE

W-36

EXHIBIT 37

34"

51"

OUTLET

INLET

FLUSH VALVE1-1/4" DRAIN

24"

FLOAT VALVE

ROUGHING FILTER

PEA GRAVEL

8" WASHED

# 3 ROCK

8" WASHED

# 4 ROCK

8" WASHED

34"

51"

OUTLET

INLET

FLUSH VALVE

24"

FLOAT VALVE

ROUGHING FILTER

PEA GRAVEL

8" WASHED

# 3 ROCK

8" WASHED

# 4 ROCK

8" WASHED

w-37

EXHIBIT 38

26"

VARIES

FROST-PROOF YARD

HYDRANT

36" SQUARE

CONCRETE PAD

SLEEVE W/ CAULK

6" x 6" x 10 GAGE

REINFORCING MESH

5 CUBIC FEET CRUSHED

ROCK

P.E. SERVICE

LINE

BRONZE SADDLE

W/ CORPORATION STOP

ON WATER MAIN

YARD HYDRANT

NOT TO SCALE

W-39

EXHIBIT 39

Water Collection Screen

4'

4" STAINSTEEL WELL SCREEN

MIN 6" GRAVEL BED

VARIES

2" Gate Valve

STABLIZE CREEK/SPRING BED WITH

72"

6"

9"

TO HOLDING TANK

FLUSH VALVE

4" STAINLESS STEEL WELL SCREEN

Rebar #3

CONCRETE BLOCKS AND PEAGRAVEL. CREEK

SECURE REBAR SCREEN TO BLOCKS

WITH # 3 REBAR ROD

#3 REBAR-MESH GRATE

Water Collection Screen

4'

4" STAINSTEEL WELL SCREEN

MIN 6" GRAVEL BED

VARIES

2" Gate Valve

STABLIZE CREEK/SPRING BED WITH

72"

6"

9"

TO HOLDING TANK

FLUSH VALVE

4" STAINLESS STEEL WELL SCREEN

Rebar #3

Note: All Steel Piping within 10 Foot of The Creek

CONCRETE BLOCKS AND PEAGRAVEL.

10 Foot of The Creek

CREEK

SECURE REBAR SCREEN TO BLOCKS

WITH # 3 REBAR ROD

#3 REBAR-MESH GRATE

US

ER

Ma ur ee n.

Ha rr in gt on

FI

LE

E:

\2 2- R C\ -2 Pr op os ed R eq ui rm en ts C on tr ac t\ De ta il s\ W at er C ol le ct io n Sc re en .d wg

/1 1/ :0 4p m

EXHIBIT 40

24"

WATER LEVEL

12"

HOLDING TANK

OUTLET PIPE TO

OVERFLOW

SCREENED

PIPE

PERF PIPE

SCREENED AND

GRAVEL

SOIL

TAMPED

RIBBED PVC CONTAINER

SEAL ALL INLET/OUTLET

OPENINGS

COARSE

6"

MIN 8"

FIBERGLASS LID W/STAINLESS STEEL BOLTS

24"

M I N

SOIL

TAMPED

WATER LEVEL

12"

HOLDING TANK

OUTLET PIPE TO

OVERFLOW

SCREENED

PIPE

PERF PIPE

SCREENED AND

GRAVEL

SOIL

TAMPED

RIBBED PVC CONTAINER

SEAL ALL INLET/OUTLET

OPENINGS

COARSE

6"

MIN 8"

FIBERGLASS LID W/STAINLESS STEEL BOLTS

US

ER

Ma ur ee n.

Ha rr in gt on

FI

LE

E:

\2

2-

R C\

-2

Pr op os ed R eq ui rm en ts C on tr ac t\

De ta il s\

S pr in g

De ve lo pm en t

Bo x.

dw g

4/

/2

2:

pm

Spring Development Box

EXHIBIT 41

PROJECT NO.

DRAWING NO.

TOTAL SHEETS

SHEET NO.

INDIAN HEALTH SERVICE

PUBLIC HEALTH SERVICE

DATE:

DRAWN BY:

SACRAMENTO, CALIFORNIA

CALIFORNIA AREA OFFICE

OFFICE OF ENVIRONMENTAL HEALTH AND ENGINEERING

DEPARTMENT OF HEALTH AND HUMAN SERVICES

US

ER

Ma ur ee n.

Ha rr in gt on

FI

LE

E:

\2

2-

R C\

-2

Pr op os ed R eq ui rm en ts C on tr ac t\

De ta il s\

S pr in g

De ve lo pm en t

Bo x.

dw g

4/

/2

2:

pm

DATE:

CHECKED BY:

ABBREVIATIONS

BELOW GROUND SURFACE BGS

CLEAN OUT CO

COPRORATION STOP CPS

CURB STOP CBS

FIRE HYDRANT FH

GATE VALVE GV

LINEAR FEET LF

METER CAN MC

SEPTIC TANK ST

SEWER LINE SL

SEWER SERVICE LINE SSL

WATER LINE WL

WATER METER WM

WATER SERVICE LINE WSL

TEC

FEB 16, 2005

JDM

FEB 16, 2005

CA-01-L48

TOM CAMPBELL

SHERWOOD VALLEY RANCHERIA

2RVL48C1.1

PROJECT NO.

DRAWING NO.

TOTAL SHEETS

SHEET NO.

INDIAN HEALTH SERVICE

PUBLIC HEALTH SERVICE

DATE:

DRAWN BY:

SACRAMENTO, CALIFORNIA

CALIFORNIA AREA OFFICE

OFFICE OF ENVIRONMENTAL HEALTH AND ENGINEERING

DEPARTMENT OF HEALTH AND HUMAN SERVICES

US

ER

Ma ur ee n.

Ha rr in gt on

FI

LE

E:

\2 2- R C\ -2 Pr op os ed R eq ui rm en ts C on tr ac t\ De ta il s\ S pr in g De ve lo pm en t Bo x.

dw g

4/ /2 2:

pm

DATE:

CHECKED BY:

ABBREVIATIONS

BELOW GROUND SURFACE BGS

CLEAN OUT CO

COPRORATION STOP CPS

CURB STOP CBS

FIRE HYDRANT FH

GATE VALVE GV

LINEAR FEET LF

METER CAN MC

SEPTIC TANK ST

SEWER LINE SL

SEWER SERVICE LINE SSL

WATER LINE WL

WATER METER WM

WATER SERVICE LINE WSL

TEC

FEB 16, 2005

JDM

FEB 16, 2005

CA-01-L48

TOM CAMPBELL

SHERWOOD VALLEY RANCHERIA

2RVL48C1.1

SCALE 1"=20'