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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
Ñ
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
C:\bm
s\pw
e-useast-005\richard.hills\dm
s82419\1970001.00-F
IG
-6.dw
g R
IC
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
C:\bm
s\pw
e-useast-005\richard.hills\dm
s82419\1970001.00-F
IG
-7.dw
g R
IC
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
C:\bm
s\pw
e-useast-005\richard.hills\dm
s82419\1970001.00-F
IG
-07.dw
g R
IC
HA
RD
H
ILLS
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
C:\bm
s\pw
e-useast-005\richard.hills\dm
s82419\1970001.00-14-F
ILT
ER
.dw
g R
IC
HA
RD
H
ILLS
6/14/2019 9:03 A
M
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