Attach__4_Exhibits.pdf

EXHIBIT 1

Location & Vicinity Maps, Page 1 of 1

Vicinity Map

Location Map Tribal Building

Spring Valley Rd

Well Site

Project Location

Cortina Rancheria

Hwy 20

Interstate 5

Williams

Attachment #4

WELL LOG

Well Owner: Phone No: ____________________ Location: _____________________________________________________________________ Drilled By: Date: _________________________ Project No: Contract No: _______________________________

Depth (in feet): Description of Formation (Specify Water Bearing Aquifers) _______ to _______ ______________________________________________________ _______ to _______ ______________________________________________________ _______ to _______ ______________________________________________________ _______ to _______ ______________________________________________________ _______ to _______ ______________________________________________________ _______ to _______ ______________________________________________________ _______ to _______ ______________________________________________________ _______ to _______ ______________________________________________________

SIZES AND MATERIALS USED

All Depths Measured from Top of Well Casing

Top Casing Line: Nominal I.D._______ Material____________________________________ Depth Cased _______ Ft. To ______ Ft. Wt/Ft. Lbs.

Any Reduced Casing Sizes: _______________________________________________________

Grout Envelope: Thickness In.

Depth Grouted Ft. To Ft.

Pitless Adapter: Make Model _________________________________ Depth of Discharge Ft. Cap Type: _____________________ Well Screen: Make Material _______________________________

Type ________________________________________________________

Diameter Ft. Length Ft. Slot In.

Depth Screened Ft. To Ft. Slot In.

Ft. To Ft. Slot In.

Spacer(s) _____________________________________________________

Fitting at Top __________________________________________________ Fitting at Bottom _______________________________________________ Packer Description _____________________________________________

Gravel or Material ______________________________________________________ Sand Pack: Thickness: In. Depth: Ft. To: Ft.

Attach Graduation Curve

Total Depth to Bottom of Well Ft. (FROM TOP OF CASING) Total Depth to Bottom of Casing Ft.

Total Depth to Bottom of Drop Pipe Ft.

Total Depth to Pump Inlet Ft. EXHIBIT 3

PUMP DATA

Pump Type: Manufacturer: __________________________ Model No.: Diameter: In. Length In.

Series: GPM Serial No.: _____________________________ Motor Type: Make: _________________________________ Volt Amp Wire Phase H.P.

Drop Pipe: Nominal I.D. In. Material: _______________________________ Length Ft. Wt/Ft.: Lb.

PUMP DATA

Static Water Level: Ft.

Pumped at: GPM for: Hours with a resulting drawdown of: Ft.

Bacteriological Test: Safe Unsafe _____________ Date Date _______________ Chemical Test: Yes ( ) No ( )

NOTES:_______________________________________________________________________

DRAWINGS NOTES:

Attach any available information on materials and equipment, pump performance curves, pump test data (drawdown and recovery), and any other pertinent data.

Prepared by: Date: ___________

EXHIBIT 4

U.S. PUBLIC HEALTH SERVICE

INDIAN HEALTH SERVICE

Office of Environmental Health and Engineering

AQUIFER TEST FIELD DATA SHEET

Owner Unique Well Number__________________

Location _________________________ Project No.__________________________

Contractor Operator ___________________________

Observers Date _______________________________

Measuring point is _________________ which is ________ meters above the surface.

Static water level is _________ meters below the measuring point at _____o’clock.

Test pump is set at ____________________ meters below the measuring point.

Test pump size: __________________ Pump Type: _________________

DRAWDOWN TEST DATA SHEET

CLOCK TIME ELAPSED TIME

SINCE START

(MINUTES)

DEPTH TO

WATER (FEET)

DRAWDOWN

(FEET)

PUMPING

RATE (GPM)

REMARKS

EXHIBIT 5A

RECOVERY TEST DATA SHEET

CLOCK TIME ELAPSED TIME SINCE

STOP (MINUTES)

DEPTH TO WATER

(FEET)

RECOVERY

(FEET)

REMARKS

EXHIBIT 5B

GROUT

50 FEET MINIMUM

WELL AND SUBMERSIBLE PUMP

SUBMERSIBLE PUMP & MOTOR

PER BID SCHEDULE

WELL CASING DIAMETER PER BID SCHEDULE

CHECK VALVE - DIAMETER SAME AS DROP PIPE

LOCATED IMMEDIATELY ABOVE PUMP

DROP PIPE DIAMETER PER BID SCHEDULE

N.T.S.

9" 6"

WELL ENCLOSURE

EXHIBIT 6 REVISED 9/06

WELL CASING

DUPLEX RECEPTACLE

NEUTRAL

GROUND

WATER SYSTEM ELECTRICAL SCHEMATIC

GROUND TO PUMP

240 20AMP BREAKER

240 V

TO PUMP MOTOR

240 15AMP

CIRCUIT BREAKER

EXISTING SERVICE PANEL

BREAKER

BOX

PRESSURE SWITCH

120 15AMP

BREAKER

PUMP

SAVER

PUMP CONTROL

BOX

L

LINE

1 2

LINE

L 2

PUMP

L

120 V

EXHIBIT 7 Revised 11/2001

WATER SYSTEM

30 20

FI

B

ER

G

LA

SS

F

LA

N G

ED

B A

SE

4"

1"

2"

7"

4' 4"

3' 6"

A S

N

EC

ES

SA

R Y

6' 4" D

IA

P

VC

S

LE

EV

E C O N C R

ET

E

SL

A B

NOTE: ANCHOR BOLTS ARE TO BE INSTALLED EQUAL

DISTANCE APART FROM EACH OTHER AROUND

THE PERIMETER OF THE FLANGED BASE

X

W

EL

D

ED

W

IR

E M

ES

H

EXHIBIT 8

Revised 11/2001

G

D

F

E

C

H

B

A

J K L O

M N P

9 inches

6 inches

Q

S

R

T

X

W

V U

Y

GALVANIZED

IRON PIPE

CONNECT TO WATER MAIN

WATER SERVICE LINE

X. CIRCUIT BREAKER LOAD CENTER

U. PAINTED 3/4" CDX PLYWOOD

S. PRESSURE RELIEF VALVE

Q. 4 inch REINFORCED CONCRETE SLAB

O. STEEL WELL CASING diameter per bid schedule

J. UNISTRUT METAL CHANNELS

B. 1" SOUNDING TUBE

A. PREFABRICATED PUMPHOUSE COVER

W. FLOW METER

V. PUMP PROTECTION

T. PUMP CONTROL DEVICE

R. VENT TUBE WITH SCREEN

P. ELECTRICAL CONDUIT

N. 45° ELBOW

M. FLEXIBLE METAL CONDUIT

L. PRESSURE GAUGE

K. CHECK VALVE

I. TEE FITTING

H. WATER MAIN

G. 4 inch PVC PIPE SLEEVE

F. 90° ELBOW

E. GATE VALVE

D. UNIONS

C. HOSE BIB

Y. LIGHTNING ARRESTOR

EXHIBIT 9

REVISED 1/03

N.T.S.

WATER SYSTEM DETAIL - PROFILE VIEW

SEALING OF UNCONSOLIDATED FORMATIONS

AT LEAST 18"

LAND SURFACE

TEMPORARY CASING

(WITHDRAWN AS GROUTING PROCEEDS)

GROUT SEAL

(2 INCH MINIMUM)

PRODUCTION CASING

STATIC WATER LEVEL

AT LEAST 5'

AQUIFERAQUIFER

A

(PERF. OR PLAIN) OR WELL SCREEN

OPEN HOLE, CASING EXTENSION

(PERF. OR PLAIN) OR WELL SCREEN

OPEN HOLE, CASING EXTENSION

AQUIFER

STATIC WATER LEVEL

B

AT LEAST 5'

PRODUCTION CASING

(2 INCH MINIMUM)

GROUT SEAL

TEMPORARY CASING

(WITHDRAWN AS GROUTING PROCEEDS)

AT LEAST 18"

C

SLURRY OF

AT LEAST 18"

AQUIFER

PACKER INSTALLED IF BORE

CONTINUES OVER SIZE AT LEAST 5'

PUDDING CLAYCASING EXTENSION OR

LINER (IF INSTALLED)

CLAY FORMATION

NOT TO SCALE

LAND SURFACE

AT LEAST 50'

EXHIBIT 10

SEALING OF CONSOLIDATED FORMATIONS

CASING EXTENSION

LAND SURFACE

TEMPORARY CASING

(WITHDRAWN AS GROUTING PROCEEDS)

GROUT SEAL

(2 INCH MINIMUM)

OPEN HOLE, CASING EXTENSION

AT LEAST 5'

A B

NOT TO SCALE

PRODUCTION CASING

AT LEAST 18"

MIN. 25'

CONSOLIDATED

FORMATION OR BENTONITE SLURRY

GRANULAR BENTONITE

(OUTSIDE CASING TO FORMATION)

CONSOLIDATED

FORMATION

CEMENT GROUT AT LEAST 5'

MIN. 25'

(PERF. OR PLAIN) OR WELL SCREEN

EXHIBIT 11