J:\Jobs\8281_Vacaville\8281.009_Alamo_Well_Site\GIS\Tasks\Plan_Sheets\W1_Vicinity_Map_20181030.mxd 10/30/2018 11:01:12 AM jbrandon

WELL CONSTRUCTION AND TESTING CONTRACT PLANS FORCITY OF VACAVILLE

WELL 17 (ALAMO DRIVE) NOVEMBER 2018

SHEET INDEXW-1 TITLE SHEET AND VICINITY MAPW-2 WELL LOCATION AND SITE MAPW-3 WELL DESIGN PROFILEW-4 STANDARD CONSTRUCTION DETAILS - CASINGW-5 STANDARD CONSTRUCTION DETAILS - TESTING

VICINITY MAP SITE LOCATION

PROJECT: DRILLING AND CONSTRUCTION OF MUNICIPAL WELLPROJECT ADDRESS: 201 SNOWY OWL DR., VACAVILLE, CALIFORNIAOWNER: CITY OF VACAVILLEENGINEER: WOOD RODGERS, INC.

CITY OF VACAVILLEWELL 17 (ALAMO DRIVE) DRILLING

TITLE SHEET AND VICINITY MAP

Sources: Sources: Esri, HERE, DeLorme,USGS, Intermap, INCREMENT P, NRCan,Esri Japan, METI, Esri China (Hong Kong),Esri Korea, Esri (Thailand), MapmyIndia,NGCC, © OpenStreetMap contributors, andthe GIS User CommunitySource: Esri, DigitalGlobe, GeoEye, EarthstarGeographics, CNES/Airbus DS, USDA,

Project No.

DrawingW-1

SHT 1 OF 5 SOLANO COUNTY CALIFORNIA

IMPROVEMENT PLANS FOR

Project Location

!A

Schooner

Calais

Snowly Owl

Red Phesant

Falai

se

Leisu

re To

wn

Sparrow

MeadowlarkHarvest

Countrywood

Chateau

Sage Sparrow

Fry

Leisu

re To

wn

Alamo

8281009

!>

#

!A

!!2

!!2

Ñ

Ñ

3

3

3

3

3

3

AlamoMonitoringWell

Fire Hydrant/Water SupplyStorm Drain Drop Inletfor Development Water

Initial Development Water

Alamo Dr

Snowy Owl Dr

!A Well 17 Location# Monitoring Well!> Destroyed Test Hole (Approximate)!!2 Storm Drain Drop Inlet!!2 Sewer Manhole

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Fire HydrantSewer NetworkStorm Drain NetworkWater DistributionProject Parcel

NORTH

J:\Jobs\8281_Vacaville\8281.009_Alamo_Well_Site\GIS\Tasks\Plan_Sheets\W2_Site_Map_20181029.mxd 10/30/2018 10:59:57 AM jbrandon

ALAMO PRODUCTION WELL: T: 6N R: 01W S: 26

APN: 137-072-040

CITY OF VACAVILLEWELL 17 (ALAMO DRIVE) DRILLING

WELL SITE MAP

Sources: Esri, HERE, DeLorme, MapmyIndia,© OpenStreetMap contributors, and the GISuser communitySource: Esri, DigitalGlobe, GeoEye, EarthstarGeographics, CNES/Airbus DS, USDA,USGS, AeroGRID, IGN, and the GIS UserCommunity

Project No.8281009Drawing

W-2

SHT 2 OF 5 SOLANO COUNTY CALIFORNIA

WELL LOCATION:

0 5025

Feet

48" Diameter Borehole(0' to 50')

Conductor Sanitary SealSand/Cement Grout

(0' to 50')Conductor Casing

36" O.D. x 3/8" WallA-139 Grade B Steel

(0' to 50')

34" Diameter Borehole(50' to 380')

Annular Sanitary SealSand/Cement Grout

(0' to 300')

Well Casing18.75" O.D. x 3/8" WallASTM A-139 Grade B

(w/ 0.2% Cu) Steel(+2' to 290')

Gravel Fill Pipe3" Sch. 40 BSP

(+2' to 320')

Fine Sand Transition(300' to 302')Well Casing

18.75" O.D. x 3/8" WallType 304L Stainless Steel

(290' to 330')Well Casing

18.625" O.D. x 5/16" WallType 304L Stainless Steel

(330' to 410')(470' to 510')(540' to 550')

30" Diameter Borehole(380' to 560')

"Ful-Flo" Louvered Well Screen18.625" O.D. x 5/16" WallType 304L Stainless Steel

w/ 0.080" Slot Size(410' to 470')(510' to 540')

Gravel Envelope6 x 12 CEMEX(302' to 560')

Well Sumpw/ SE Type End Cap

Total Borehole Depth

+20

50

290

300302

320328330

368

380

410

470

510

540

550

560

0

50

100

150

200

250

300

350

400

450

500

550

600

650

700

CL

CL

SC

CL

SC

CL

SC

CL

SC

CH

SW

GW

CL

SW

CL

SC

CL

SW

CL

Sandy Clay | Light Brown | Very Fine toFine Sand | Low Plastic

Clay | Light Brown | Trace Very FineSand and Silt | Sticky | Low PlasticClayey Sand | Light Brown | Vey Fine toMedium Sand | Trace Gravel | LowPlasticClay | Light Brown | Trace Very FineSand and Silt | Sticky | Low PlasticClayey Sand | Light Brown | Very Fine toMedium Sand | Trace Gravel | LowPlasticClay | Light Brown | Trace Very FineSand | Sticky | Low PlasticClayey Sand | Light Brown | Very Fine toFine Sand | Low Plastic

Clay | Light Brown | Trace Very FineSand and Silt | Sticky | Medium Plastic

Clayey Sand | Light Brown | Very Fine toCoarse Sand | Trace Gravel | LowPlastic

Clay | Light Brown | Trace Silt | HighPlastic

Sand and Small Gravel | Grayish Black |Fine to Very Coarse

Gravel | Black | Fine to Very Coarse

Sandy Clay | Light Brown | Low Plastic

Sand and Small Gravel | Grayish Black |Fine to Coarse Sand w/ MudstoneStringers

Clay | Light Brown | Trace Very Fine toFine Sand | Low PlasticClayey Sand | Brownish Black | VeryFine to Medium Sand w/ Trace Mudstone

Clay | Grayish Brown | Trace Very FineSand and Mudstone | Very Sticky | LowPlastic

Sand | Brownish Black | Very Fine toCoarse Sand | Trace Gravel w/Cemented Sand Clasts and MudstoneClay | Grayish Brown | Trace Very FineSand and Mudstone | Very Sticky | LowPlastic

LithologyUSCS Field

Classification

SamplePhotoLog

500-50 100500

CITY OF VACAVILLEPRODUCTION WELL DESIGN

TESTHOLE DATA

PROJECT NO.1 Well Design SJS 9/21/2017

2 Revised Well Design JHB 8/1/2018

3 Revised Well Design JHB 10/26/2018

Kennedy/Jenks Consultants

WELL NO. 17

TREATMENT LAYOUT

FOR PYROLUSITE 2

CITY OF VACAVILLE

WELL NO. 17 EQUIPPING PROJECT

VACAVILLE, CA. 95687

1970001.00

FIGURE - 5

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HA

RD

H

ILLS

6/13/2019 10:34 A

M

JUNE 2019

Kennedy/Jenks Consultants

WELL NO. 17

TREATMENT LAYOUT

FOR GREENSAND PLUS

CITY OF VACAVILLE

WELL NO. 17 EQUIPPING PROJECT

VACAVILLE, CA. 95687

1970001.00

FIGURE - 6

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HA

RD

H

ILLS

6/13/2019 10:58 A

M

JUNE 2019

C

O

EXISTING

MONITORING

WELL

(E) FIRE HYDRANT

(TO BE RELOCATED)

(E) SD DROP

INLET

(E) FIRE

HYDRANT

(E) ELECTRICAL

VAULT

(E) SANITARY SEWER

MANHOLE

(E) UTILITY BOX

(E) STREET LIGHT

(E) 15" SD

(E) ELECTRICAL VAULT

(E) STREET LIGHT

8" W

(E) 12" SD

(E) 8" W

(E) 21" SS

PROPERTY LINE

(E) 18" SD

(E) 12" W

(N) WELL BUILDING

(N) GREENSAND MN

TREATMENT FILTER

(E) SEWER EASEMENT

8" GRAVITY

DRAIN TO

SEWER

(N) 12" W

(N) SD MH (TYP OF 2)

(N) WELL PUMP TO

WASTE SUMP

(N) 8" PUMP TO WASTE

PIPELINE

CONNECT (N) FENCE

TO (E) CMU WALL

(TYP OF 2)

(N) FLUORIDE

(N) 4" SS

BACKWASH TO WASTE

48"Ø SUMP W/ AIR GAP

(N) SHOWER / EYE WASH

(N) 48"Ø

SSMH

LANDSCAPE

AREA

(E) FH RELOCATION

3/4" CRUSHED

ROCK WITH WEED

CLOTH BARRIER

3/4" CRUSHED

ROCK WEED

CLOTH BARRIER

(N) TRANSFORMER

Kennedy/Jenks Consultants

WELL NO. 17 SITE MAP #1

GREENSAND MN TREATMENT

CITY OF VACAVILLE

WELL NO. 17 EQUIPPING PROJECT

VACAVILLE, CA. 95687

1970001.00

FIGURE - 7

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6/14/2019 9:05 A

M

JUNE 2019

200

1"=40'

40 60

C

O

EXISTING

MONITORING

WELL

(E) FIRE HYDRANT

(TO BE RELOCATED)

(E) SD DROP

INLET

(E) FIRE

HYDRANT

(E) ELECTRICAL

VAULT

(E) SANITARY SEWER

MANHOLE

(E) UTILITY BOX

(E) STREET LIGHT

(E) 15" SD

(E) ELECTRICAL VAULT

(E) STREET LIGHT

8" W

(E) 12" SD

(E) 8" W

(E) 21" SS

PROPERTY LINE

(E) 18" SD

(E) 12" W

(N) WELL BUILDING

(N) PYROLUSITE MN

TREATMENT FILTER

(N) 12" W

(N) SD MH (TYP OF 2)

(N) WELL PUMP TO

WASTE SUMP

(N) 8" PUMP TO WASTE

PIPELINE

CONNECT (N) FENCE

TO (E) CMU WALL

(TYP OF 2)

(N) 8" BACKWASH

TO WASTE DRAIN

(N) FLUORIDE

(N) 4" SS

(N) SHOWER / EYE WASH

BACKWASH TO WASTE

48"Ø SUMP W/ AIR GAP

(N) 48"Ø

SSMH

3/4" CRUSHED

ROCK WITH WEED

CLOTH BARRIER

3/4" CRUSHED

ROCK WITH WEED

CLOTH BARRIER

(N) TRANSFORMER

(E) FH RELOCATION

(E) SEWER EASEMENT

LANDSCAPE

AREA

(N) 12" W

Kennedy/Jenks Consultants

WELL NO. 17 SITE MAP #2

PRYOLUSITE MN TREATMENT

CITY OF VACAVILLE

WELL NO. 17 EQUIPPING PROJECT

VACAVILLE, CA. 95687

1970001.00

FIGURE - 8

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6/14/2019 9:03 A

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JUNE 2019

200

1"=40'

40 60

16'-0" 14'-0" 14'-0"

32

'-0

"

25

'-4

"6

'-0

"

DCBA

3

2

1

44'-0"

10850 GOLD CENTER DRIVE, SUITE 350

RANCHO CORDOVA, CA 95670

35% PRELIMINARY NOT FOR CONSTRUCTION

No. 39104

Exp. 06/30/21

MECHANICAL FLOOR PLAN

3/8"=1'-0"

0 2 4

MCC

EMERGENCY EYEWASH AND

SHOWER (TYP OF 3)

FLUORIDE ROOM

CHLORINE ROOM

PUMP AND CONTROL ROOM

BATHROOM

FLUORIDE

FLOOR TRENCH

OPERATOR PANEL

(SCADA/PLC)

MUD VALVE

WELL DISCHARGE

MAIN ELECTRICAL SERVICE PANEL

SODIUM HYPOCHLORITE

FLOOR TRENCH

SAMPLE STATION

PUMP TO WASTE

SPACE

HEATER

SPACE

HEATER

TANKLESS ELECTRIC WATER

HEATER MOUNTED UNDER SINK

EXHAUST FAN

(TYP)

ROOF ACCESS LADDER

WITH 3' X 3' ACCESS HATCH

10' WIDE ROLL UP DOOR

WELL PUMP & MOTOR

WITH 4' X 4' ROOF ACCESS

HATCH CENTERED OVER

PUMP MOTOR

16'-0" 14'-0" 14'-0"

8'-0" 6'-4" 1'-8" 6'-4" 6'-4" 1'-4" 5'-4" 3'-4" 5'-4"

32'-0"

16'-0"

16'-0"

4'-0"

3'-4"

8'-8"

2'-8"

10'-0"

14'-8"

4'-8"

DCBA

3

2

1

44'-0"

2'-0"

10850 GOLD CENTER DRIVE, SUITE 350

RANCHO CORDOVA, CA 95670

35% PRELIMINARY NOT FOR CONSTRUCTION

BUILDING FLOOR PLAN

3/8"=1'-0"

0 2 4

D C B A A B C D

TOP OF PLATE

12

'-0

"

1 2 3

TOP OF PARAPET

16'-0"

123

NORTH ELEVATION

1/4"=1'-0"

30 6

SOUTH ELEVATION

1/4"=1'-0"

30 6

EAST ELEVATION

1/4"=1'-0"

30 6

WEST ELEVATION

1/4"=1'-0"

30 6

10850 GOLD CENTER DRIVE, SUITE 350

RANCHO CORDOVA, CA 95670

35% PRELIMINARY NOT FOR CONSTRUCTION