Purisima Creek
Canada Verde
Frenchm
ans
Cre
ek
Apanolio
Creek
Cori nda
LosTrancos
Nuff
Creek
MadonnaC
reek
PilarcitosC
reek
Arroyo Leon
Mill
sC
reek
Arroyo Leon
Denniston Creek
Figure 1Study Area
MapTODD ENGINEERSEmeryville, California
June 2003
Scale in Feet
80000
N
UpperPilarcitos
Watershed
LowerPilarcitos
Watershed
PurisimaWatershed
92
1
PilarcitosLake
Gauge11162620
Gauge11162030
Gauge11162600
Half Moon Bay
Pa
ci f i c
Oc
ea
n
Pilarc
itos
Ck.
LEGEND
Proposed Pilarcitos well field
Watershed
Groundwater basin
Gauging station
NunesWTP
~
TODD ENGINEERSEmeryville, California
June 2003 Figure 2Precipitation
at Half Moon BayAirport
0
10
20
30
40
50
60
1940
1942
1944
1946
1948
1950
1952
1954
1956
1958
1960
1962
1964
1966
1968
1970
1972
1974
1976
1978
1980
1982
1984
1986
1988
1990
1992
1994
1996
1998
2000
2002
Average = 26.40 inches
M
M
M
M
M
Water Year
Pre
cipi
tatio
n (in
ches
)
M Missing data
Legend
TODD ENGINEERSEmeryville, California
June 2003 Figure 3Average
Monthly Precipitationfor Half Moon Bay
1.66
3.19
4.39
5.41
4.40
3.81
1.96
0.74
0.29
0.110.19
0.40
0
1
2
3
4
5
6
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep
Average Annual Precipitation = 26.40 inches
Mon
thly
Pre
cipi
tatio
n (in
ches
)
Month
TODD ENGINEERSEmeryville, California
June 2003 Figure 4Areal Distributionof Mean Annual
Precipitation
N
1
92
Pa
ci f i c
Oc
ea
n
280
36
38
40
34
32
4240
3836
3432
30
2624
22
20
18
4240
38
36
34
3028
28
26
24
32
30
28
3028
26
26
UpperPilarcitos
Watershed
LowerPilarcitos
Watershed
PurisimaWatershed
Scale in Feet
10,0000
TODD ENGINEERSEmeryville, California
June 2003Figure 5
Groundwater BasinLand Use
1977 1987 2002
Legend
Urban
Irrigated agriculture
Open space
Pila
rcito
sCk
.
92
1
Pila
rcito
sCk
.
92
1
Pila
rcito
sCk
.
92
1
TODD ENGINEERSEmeryville, California
June 2003Figure 6
Half Moon BayLand Use Plan
LEGEND
Source: EMC Planning Group Inc.
Canada VerdeCreek
Arroyo LeonCreek
PilarcitosCreek
Frenchmen’sCreek
Residential, Very Low Density (R-VLD) - 0 to 1 units per acreResidential, Low Density (R-LD) - 1.1 to 2 units per acreResidential, Medium Density (R-MD) - 2.1 to 8 units per acreResidential, High Density (R-HD) - 8.1 to 25 units per acreMobile Home park (MHP)Mixed Use, Commercial/Office (MU-C/O)Mixed Use, Light Industrial/Residential (MU-LI)Downtown Mixed Use, Residential/Commercial (DMU-R/C)Industrial, Light (I)Commercial, Visitor Serving (C-VS)Agriculture Business (AB)Urban Reserve (UR)Open Space, Active (OS-A)Open Space, Passive (OS-P)Public Service (PS)
Transfer of Development Rights Donor SiteTransfer of Development Rights Receiver SiteVisually Sensitive Site
Areas managed as open space conservationare not shown on this overlay. Please see theResource LCP map. Biotic resources shownare schematic. Areas of actual jurisdiction aredetermined in the field.
NOTE:
100
110
120
130
140
TODD ENGINEERSEmeryville, California
June 2003 Figure 7Annual Wells Drilled
and CCWDNew Connections
500
600
700
400
300
200
100
0
Legend
New WellsN = 612; no dates on 2 wells
New Connections
0
10
20
30
40
50
60
70
80
90
Num
ber
of W
ells
1952 1955 1960 1965 1970 1975 1980 1985 1990 1995 2000Year
Num
ber
of N
ew C
onne
ctio
ns
TODD ENGINEERSEmeryville, California
June 2003 Figure 8Areal Distribution ofWater Well Drillers
Reports,Half Moon Bay
280
6181245
6 15
7
21118433 1
11191028 4
03561 06
01119 154
1
3
0
000 000
0
0 0
00 0
0
Pa
ci f i c
Oc
ea
n
T5ST6S
T4ST5S
R6W R5W R5W R4W
N
1
92
UpperPilarcitos
Watershed
LowerPilarcitos
Watershed
PurisimaWatershed
Scale in Feet
10,0000
18
LEGEND
Number of Wells
TODD ENGINEERSEmeryville, California
June 2003Figure 9
Streamflow nearHalf Moon Bay
1
10
100
1,000
10,000
100,000
Jan-59 Jan-64 Jan-69 Jan-74 Jan-79 Jan-84 Jan-89 Jan-94 Jan-99
Date
Dis
char
ge (A
cre
Feet
)
Purisima Creek Pilarcitos Creek at HMB Pilarcitos Creek below Stone Dam
TODD ENGINEERSEmeryville, California
June 2003 Figure 10Streamflow for
Pilarcitos Creek belowStone Dam (1997-2001)
Pilarcitos Creek at Half Moon Bay
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Jan-97 Jan-98 Jan-99 Jan-00 Jan-01Date
Mon
thly
Dis
char
ge (L
og A
F)Pilarcitos Creek below Stone Dam
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Jan-97 Jan-98 Jan-99 Jan-00 Jan-01Date
Mon
thly
Dis
char
ge (L
og A
F)
Average Discharge = 2,339 AF
Average Discharge = 18,890 AF
TODD ENGINEERSEmeryville, California
June 2003
Purisima Creek near Half Moon Bay
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Jan-66 Jan-67 Jan-68 Jan-69Date
Mon
thly
Dis
char
ge (L
og A
F)
Pilarcitos Creek at Half Moon Bay
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Jan-66 Jan-67 Jan-68 Jan-69Date
Mon
thly
Dis
char
ge (L
og A
F)
Figure 11Streamflow for
Purisima Creek nearHalf Moon Bay
(1966-1969)
Average Discharge = 12,410 AF
Average Discharge = 3,975 AF
TODD ENGINEERSEmeryville, California
June 2003 Figure 12Average
Monthly Discharge atStreamflow Stations
Pilarcitos Creekbelow Stone Dam
11 20 20
484
1470
213
48 26 16 14 10 80
500
1000
1500
2000
2500
3000
3500
Mon
thly
Dis
char
ge (A
F)
Purisima Creeknear Half Moon Bay
86 70194
471 475
330 362
156 109 69 51 46
0
500
1000
1500
2000
2500
3000
3500
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug SepMonth
Mon
thly
Dis
char
ge (A
F)
Pilarcitos Creekat Half Moon Bay
76
329
956
2925
3051
2412
1126
382
15069 42 26
0
500
1000
1500
2000
2500
3000
3500
Mon
thly
Dis
char
ge (A
F)
Average Annual Discharge = 2,339 Acre-feet
Average Annual Discharge = 2,418 Acre-feet
Average Annual Discharge = 11,543 Acre-feet
TODD ENGINEERSEmeryville, California
June 2003 Figure 14Lower Pilarcitos
Creek GroundwaterStudy Cross Section
400
200
0
-200
-400
-600
West
400
200
0
-200
-400
-600
East
-800 -800
PotentiometricSurface
5S/5W-30HBalboa
Well Field
Lower PilarcitosCreek Test Wells
Highway 1Main Street
Sea Level
78
1031
Purisima Formation
Scale in Feet
0
200
10000
Exaggeration1:5
TODD ENGINEERSEmeryville, California
June 2003 Figure 16Cross Section A - A’
near CCWDTest Wells
80
ANorth
60
40
20
0
-20
-40
-60
A’South
-60
Ele
vatio
n (fe
et)
80
60
40
20
0
-20
-40
Ele
vatio
n (fe
et)
Sea Level
85
85
100
8582
85
6490
110
1991
1997
TB4
aban
done
d(p
roje
cted
)
TW3 TW
5 TW2
TW6 TW
1
Hol
iday
Inn
(pro
ject
ed)
Pila
rcito
sC
reek
Cor
pora
tion
Yard
(pro
ject
ed)
Cun
ha
Purisima Formation
Sands andGravels
Sandy Clay
Silts andClays
Scale in Feet
0
20
5000
Exaggeration1:33
Sands andGravels
PredominantlySilts and Clays
88
Pet
roni
and
Son
s
TODD ENGINEERSEmeryville, California
June 2003 Figure 17Cross Section B - B’
nearBalboa Well Field
80
BNorth
60
40
20
0
-20
-40
-60
B’South
-60
Ele
vatio
n (fe
et)
80
60
40
20
0
-20
-40
Ele
vatio
n (fe
et)
Sea Level
80
Mic
kels
on
Purisima Formation
Sands andGravels
And
reot
ti (p
roje
cted
)
Kel
ly A
ve.
1957
Qui
llici
Dut
ra
Wel
l 4
Exp
lora
tion
hole
2
Pila
rcito
s C
reek
Wel
l 3
Ben
d in
Sec
tion
N1
H1
80
95
95 90102
1031
80
100
82
?
?
Coz
zolin
i (el
ev. e
st.)
Scale in Feet500
Exaggeration1:33
0
20
0
Predominantly Silts and Clays
80
CWest
60
40
20
0
-20
-40
-60
C’East
-60
Ele
vatio
n (fe
et)
TODD ENGINEERSEmeryville, California
June 2003Figure 18
Cross Section C - C’
80
60
40
20
0
-20
-40
Ele
vatio
n (fe
et)
Sea Level
Sto
ne P
ine
Roa
dC
ente
r
Purisima Formation
Sands and Gravels
Low
er P
ilarc
itos
Cre
ekTe
st W
ells
(com
posi
te)
Nur
sery
men
s E
xcha
nge
89
84
Our
Lad
y of
the
Pill
ar 1
977
1973
Hig
hway
1
Ben
d in
Sec
tion
Bal
boa
Wel
l Fie
ld (c
ompo
site
)20
7 to
347
AFY
PacificOcean
?
100
8485
95
70
60
Exaggeration1:50
FreshWater
SaltWater
PredominantlySilts and Clays
} }
Coarsening grain size observed in logs
Winter
Summer
TODD ENGINEERSEmeryville, California
June 2003 Figure 19Water Level
Hydrographs ofWells 29F04 and 32K
0
10
20
30
40
50
60
70
80
Jan-50 Jan-55 Jan-60 Jan-65 Jan-70 Jan-75 Jan-80 Jan-85 Jan-90 Jan-95 Jan-00 Jan-05
Date
Gro
undw
ater
Ele
vatio
n (fe
et)
5S5W29F04 5S5W32K
Scale in Feet
40000
Canada Verde
Frenc
hman
sC
reek
Apanolio
Creek
Corinda
LosTrancos
Nuff
Creek
Madonna Ck.
Arroyo Leon
Figure 20Water
Quality AssessmentTODD ENGINEERSEmeryville, California
June 2003
Ox MountainSanitary Landfill
1
92
Nurserymens
Holiday
Stone PineCenter
Corp. YardCunha
AmesportP
ac
i f i cO
ce
an
Pila
rcito
sCk.
N
LEGEND
Proposed Pilarcitos Well Field
LUFT sites
Book 56 area~
TODD ENGINEERSEmeryville, California
June 2003Figure 21
Water QualityAnalysis
B. Calcium - Sulfate Diagram
0
20
40
60
80
100
0 10 20 30 40 50 60 70 80 90 100
Sulfate (mg/L)
Cal
cium
(mg/
L)
Test Wells
Other Wells
C. Groundwater Source Diagram
1
10
100
1000
Ca MgNa+
K ClSO4
HCO3
Ions
mg/
L
TW1TW2TW3TW5TW6NerhanAmesport 1Amesport 2NM3NM1SP CTR4SP CTR6SP CTR1
A. Water Differentiation Diagram
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1.0
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0
Na/(Na+Cl) in mmoles/L
Ca/
(Ca+
SO
4) in
mm
oles
/L
Test Wells
Other Wells
TODD ENGINEERSEmeryville, California
June 2003Figure 22
Groundwater SupplyEvaluation Site Map
TW-1
TW-6
TW-2
TW-5
TW-3
Pilarcitos
Creek
Buried ConduitCrossing
CarterHill
NunesWTP
14” PilarcitosSurface Water
Supply
TW-2 Potential wellPipeline sizeFlow direction
4”
6”
8”
6”4”
8”
8”
N
Scale in Feet
5000
Figure 23Groundwater Supply
EvaluationSchematic Diagram
June 2003
TODD ENGINEERSEmeryville, California