lakewood, colorado november 1979 - this page is ...the sites are included in table 5 at the back of...
TRANSCRIPT
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UNITED STATESDEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
HYDROLOGIC DATA FOR WELLS, SPRINGS, AND STREAMS
IN BOULDER COUNTY, COLORADO
By Dennis C. Hall, Elaine L. Boyd, and Doug Cain
Open-File Report 79-979
Prepared in cooperation with the
Boulder County Health Department
and the Colorado Geological Survey
Lakewood, Colorado
November 1979
-
For sale by:
Open-File Services SectionBranch of DistributionU.S. Geological Survey, MS 306Box 25^25, Denver Federal CenterDenver, CO 80225(303) 23^-5888
-
CONTENTS
Page
Metric conversion factors ........................ IVAbstract. ................................ 1Introduction. .............................. 1Types of ground-water data. ....................... 1Types of surface-water data ....................... kReferences cited. ............................ 16Hydrologic data ............................. 17
LLUSTRATIONS
Plate 1. Map showing location of wells and springs for which water- quality data are available and relative suitability of ground water for drinking, Boulder County, Colorado. . . In pocket
Page
Figure 1. Map showing location of Boulder County ............ 22. Diagram showing system of numbering well and spring locations
in Colorado. ........................ 53. Map showing location of surface-water sample-collection sites. 8
k-~J. Graphs showing:k. Specific conductance and temperature of streamflow at
selected sites in the St. Vrain Creek basin, August 1975 through August 1976 ............... 9
5. Seasonal variations of specific conductance and selected chemical constituents in streamflow at two sites in the St. Vrain Creek basin, August 1975 through August 1976. ..................... 12
6. Specific conductance and temperature of streamflow atselected sites in the Boulder Creek basin, August 1975 through August 1976. ................. 13
7. Specific conductance and temperature of streamflow at a site in the Coal Creek basin, August 1975 through August 1976. ..................... 15
I I I
-
TABLES
Page
Table 1. Water-quality standards that are applicable to ground waterused for domestic purposes. ................. 3
2. Summary of types of water-quality data obtained at streamflowsites ............................ 6
3. Water-quality analyses of selected constituents andgeohydrologic-site, water-treatment, and sewage-treatmentdata for wells and springs. ................. 18
4. Water-quality analyses for selected wells and springs ..... 705. Water-quality analyses for streams. .............. 87
METRIC CONVERSION FACTORS
Multiply inch-pound unit By To obtain metric unit
foot (ft) 0.3048 metermile 1.609 kilometergallon per minute (gal/min) 0.06309 liter per secondcubic foot per second (ft 3 /s) 0.02832 cubic meter per second
To convert degrees Celsius (°C) to degrees Fahrenheit (°F) use the following formula: (°Cx5/9)+32=°F.
IV
-
HYDROLOGIC DATA FOR WELLS, SPRINGS, AND STREAMS
IN BOULDER COUNTY, COLORADO
By Dennis C. Hall, Elaine L. Boyd, and Doug Cain
ABSTRACT
Hydrologic data collected in 1975~77 as part of a comprehensive water- resources investigation of Boulder County by the U.S. Geological Survey, in cooperation with the Boulder County Health Department and the Colorado Geological Survey, are presented in this report. The data, in tabular and graphic form, consist of water-quality analyses of selected constituents and geohydrologic- site, water-treatment, and sewage-treatment data for 609 wells and 48 springs; water-quality analyses for 102 of the wells and 9 of the springs; water quality analyses of streamflow from 34 sites; and specific conductance and water- temperature measurements of streamflow from 3 sites. State and local officials in Boulder County may find these data useful in planning for residential, commercial, and industrial development.
INTRODUCTION
This report makes available the hydrologic data that were collected from July 1975 to July 1977 as part of a comprehensive water-resources investigation of Boulder County (fig. 1). The investigation was conducted by the U.S. Geological Survey in cooperation with the Boulder County Health Department and the Colorado Geological Survey. Data for 609 wells, 48 springs, and 18 streams are presented in three tables at the back of the report. State and local officials in Boulder County may find these data useful in planning for residential, commercial, and industrial development.
Appreciation is extended to the many land owners in Boulder County for permitting access to and collection of water data from their wells or springs. Wel1-construction and completion data were obtained from well-drillers' records on file with the Colorado Department of Natural Resources, Division of Water Resources, Office of the State Engineer.
TYPES OF GROUND-WATER DATA
Ground-water data consist of water-quality analyses, information about the wells and springs, and information about the treatment and disposal of the water. The relative suitability of water for domestic use is indicated by the data in table 1 (p. 3) and on plate 1. Water-quality analyses of selected constituents that are indicators of the general water quality and geohydrologic-site, water- treatment, and sewage-treatment data for 609 wells and 48 springs are included in table 3 at the back of the report. Additional water-quality analyses for 102 of the wells and 9 of the springs are included in table 4 at the back of the report.
-
i Stud y area---.
Denver' . j COLORADO I
r"UV ARAPAHOE
JEFFERSON]
Colorado "Springs
39°|-
10 20 30 40 MILESIl'If1 I
0 10 20 30 40 KILOMETERS
Figure 1. Location of Boulder County.
-
Table 1. Water-quality
stan
dard
s that a
re a
ppli
cabl
e to
grou
nd wat
er u
sed fo
r do
mest
ic pur
pose
s
Cons
titu
ent
MAJOR
CHEMICALS:
Chloride--- - --
Dete
rgen
ts3-
--
Fluoride-- --
Magn
es ium-
Ni tri
te pl
us ni
trat
e as
nitrogen.
Sulf
ate ---------------
Diss
olve
d so
lids
--
Wate
r-qu
alit
y st
anda
rd1
Mill
igra
ms per
lite
r (m
g/L)
2250
^2.5
512
5 "10
2250
2500
Constituent
TRAC
E ELEMENTS:
Arsenic -- -
Bari
um --- ---
--Ca
dmiu
m-- ---
Copp
er ---
- -
1 ron
-
LCdU
Mang
anes
e-- -----
Mercury --- ---
Se
leni
um--
----
----
Wate
r-qu
al ity
stan
dard
1
Micr
ogra
ms per
lite
r (y
g/L)
"50
"1,000
21,
000
2300 So 250 "2 Mo
.__
2r nnn
RADI
OCHE
MICA
LS:
Gros
s alpha
radi
atio
ncorrected
for
rado
nan
d ur
aniu
m6
. Radium-226 plus
radium-228
7.
Gross
beta
ra
diat
ion
as ce
sium
-137
.
Pico
curl
es per
lite
r (pCI/L)
"15
BACTERIA:
Col
i form - -
Fecal-coliform-
(9)
(9)
^Water-qua!ity st
andards
for
major
chemicals, tr
ace
elem
ents
, and
radi
oche
mlca
ls are
for
tota
l concen-
trat
ions
(dissolved plus suspended).
Only dissolved
concentrations we
re de
term
ined
. Dissolved
conc
entr
a-
tions
may
be equal
to or
le
ss th
an the
total
conc
entr
atio
ns.
The
U.S.
Geol
ogical Su
rvey
considers
all
mate
rial
pa
ssin
g th
roug
h a
O.^5
~mic
rome
ter
filter to
be
dissolved.
2Recommended st
andard
of the
U.S.
En
viro
nmen
tal
Protection Ag
ency
(197
7).
3Met
hyle
ne blue acti
ve su
bsta
nces
(MBAS).
"Man
dato
ry st
anda
rd of
the
Colorado De
part
ment
of He
alth
(1977).
Stan
dard
for
fluo
ride
based
on
56-y
ear
aver
age
of me
an-annual
maxi
mum-
dail
y air
temp
erat
ures
at
Boulder--63.VF or
17
«*»°
C (U
.S.
Weather
Bureau,
1959).
Standard
for
nitrite
plus ni
trat
e ba
sed
on standard for
nitr
ate
(10
mg/L).
5Formerly
a recommen
ded
standard of
the
Colo
rado
Department of He
alth
(1
967)
.6R
adon not
dete
rmined;
uran
ium
only determined
in se
lect
ed samples.
When
gross
alph
a radiation
exce
eds
10 pC
i/L,
the
sample sh
all
be analyzed for
radi
um-2
26.
7An
analysis for
gross
alph
a radiation
may
be substituted
for
a radium
-226
analysis,
provided the
gross
alph
a ra
diat
ion
does not
exce
ed 10
pCi/L.
If the
concentration
of ra
dium
-226
ex
ceed
s 3
pCi/
L, the
sample sh
all
be analyzed
for
radium-228.
Only ra
dium
-226
was
dete
rmin
ed.
8No
stan
dard
for
gross
beta radiation.
If gross
beta radiation
exceed
s 15 pCi/L, an an
alys
is mu
st
be made to
identify the
radi
oact
ive
cons
titu
ents
pr
esen
t.
The
dose equivale
nt to
bone marrow shall
not
exceed k millirems
per
year
.9No
standard for
bacteria in a
single sa
mple
. Ho
weve
r, because
of potential
health hazards, the
pres
ence
of
an
y bacteria
, especially fe
cal-
coli
form
bacteria,
is considered
to be
a
problem
by public-
health officials.
Disinf
ecti
on of the
water
supply
is ge
nera
lly
recommende
d or
required.
-
The locations of the wells and springs where data were collected are shown on plate 1. The wells and springs in tables 3 and k and on plate 1 are cross indexed using numbers found in the second column of the tables and adjacent to the well or spring symbol on plate 1.
Each well and spring in the tables also is located by township, range, and section (LOCAL IDENTIFIER) as explained in figure 2 and by latitude and longitude (STATION NUMBER). The first six digits of the station number are the latitude, in degrees, minutes, and seconds. The next seven digits are the longitude, in degrees, minutes, and seconds. The last two digits are sequential numbers assigned to the well or spring.
Because water from many wells and springs in Boulder County is used for domestic purposes, a comparison of the concentrations of constituents in the water with water-quality standards (table 1) for the constituents that are applicable to ground water used for domestic purposes was made (pi. 1). Most of the water- quality standards in table 1 were established by the Colorado Department of Health (1977); selected standards were established by the U.S. Environmental Protection Agency (1977).
TYPES OF SURFACE-WATER DATA
Surface-water data consist of water-quality analyses, and specific conductance and water-temperature measurements of streamflow from 37 sites on 18 streams (fig. 3) are summarized in table 2. Water-quality analyses for 3k of the sites are included in table 5 at the back of the report. Specific-conductance and water-temperature measurements for 12 sites, including 3 sites at which only these data were obtained, are shown graphically later in this section.
The sites in table 5 and on figure 3 are cross indexed using letter-number designations found in the first column of table 5 and adjacent to the site symbol on figure 3* Each site in the table also is located by latitude (third column) and longitude (fourth column), in degrees, minutes, and seconds. The latitude and longitude location of the three sites at which only specific-conductance and water-temperature measurements were made are:
South St. Vrain Creek near Jamestown (SSV2):Latitude = ^7°07 I 22"; longitude = 105°26'^5"
Boulder Creek above Boulder (BC2):Latitude = 40 0 00'^3"; longitude = 105°18'08"
South Boulder Creek at State Highway 93 near Eldorado Springs (SBC2):Latitude = 39°57'32"; longitude = 105°13'28".
Specific-conductance and water-temperature data from seven sites on four streams in the St. Vrain Creek basin are shown in figure k. Seasonal variations of specific conductance and selected chemical constituents in streamflow at two stream sites in the St. Vrain Creek basin are shown in figure 5- Specific- conductance and water-temperature data from four sites on three streams in the Boulder Creek basin are shown in figure 6 and the data from a site on Coal Creek are shown in figure 7«
-
RANGE50 49 48 47 46 45 44 43
Sixth Principal Meridian Survey
New Mexico Principal Meridian Survey
Costilla County
Ute Principal Meridian Survey
S C 003 049 21 C C B C 2
Cot;D
Cot; CD
CD
ro
O
Coo01
CO
CD
£ 9 W
J £ £i- ro 03O 3 3z aa
t N
Figure 2.-System of numbering well and spring locations in Colorado.
5
-
Table 2.--Summary of types of water-quality data
Sitenum- ber Location on
fig. 3
ST. VRAIN CREEK BASIN--Mountains
NSV1 North St. Vrain Creek at State Highway 7, near Meeker Park-SSV1 South St. Vrain Creek above Brainard Lake-- - ' -SSV2 South St. Vrain Creek near Jamestown--------------- ------SSV3 South St. Vrain Creek at County Highway 84, below Raymond--MSV1 Middle St. Vrain Creek at mouth, below Raymond--- ------LHC1 Left Hand Creek at State Highway 72, at Ward------ -----LHC2 Left Hand Creek above James Creek, near Jamestown----------JC1 James Creek at State Highway 72, near Ward------ ---------JC2 James Creek at Canyon Drive, at Jamestown---- ------------LJC1 Little James Creek at mouth, at Jamestown-- ---------- --JC3 James Creek at mouth, below Jamestown----------- ---------
ST. VRAIN CREEK BASIN--PlainsSSV4 South St. Vrain Creek above Lyons--------------- --- SVC1 St. Vrain Creek at Lyons ------------------ __.SCI Sixmile Creek at mouth, below Jamestown----------- - LHC3 Left Hand Creek at Altona LHC4 Left Hand Creek at U.S. Highway 36, below Altona LHC5 Left Hand Creek at U.S. Highway 287, at Longmont------SVC2 St. Vrain Creek at East County Line Road, at Longmont-DC2 Dry Creek at East County Line Road, near Longmont--
BOULDER CREEK BASIN--Mountains
MBC1 Middle Boulder Creek above Eldora -MBC2 Middle Boulder Creek at Nederland NBC1 North Boulder Creek at State Highway 72, near Ward-NBC2 North Boulder Creek at mouth, below Nederland------BC1 Boulder Creek near Orodel1 ------- -- --_--_---__.FC1 Fourmile Creek at State Highway 72, near Ward--- -FC2 Fourmile Creek at mouth, at Orodel1- --- -BC2 Boulder Creek above Boulder -- -- -- -
BOULDER CREEK BASIN Plains
BC3 Boulder Creek at North 55th Street, below Boulder----- -- SBC1 South Boulder Creek near Eldorado Springs--------------- -- SBC2 South Boulder Creek at State Highway 93, near Eldorado Springs-SBC3 South Boulder Creek at Baseline Road, near Boulder- FCC1 Fourmile Canyon Creek at North 6lst Street, below Boulder- DC1 Dry Creek at Valmont Drive, below Boulder--- --- BCk Boulder Creek at Kenosha Road, near Erie--
COAL CREEK BASlN--Plains
CC1 Coal Creek at State Highway 128, above Superior-CC2 Coal Creek at U.S. Highway 287, at Lafayette RC1 Rock Creek at 120th Street, near Lafayette
-
obtained at streamfTaw sites
Major chemicals, trace elements, bacteria, and radionucl ides (1 analysis)
Major chemicals (monthly,
1^ analyses)
Radionucl ides (l analysis)
Specific-conductance and water-temperature measurements
Weekly Monthly
Table 5--do
Table 5--do --do do do do --do do
Table 5 -do do
Table 5 do -do do
Table 5 do do do do do do
Table 5 do
Table 5 -do do do
Table 5 do do
ST. VRAIN CREEK BASIN Mountains
Figure k do
Figure k
Figure
ST. VRAIN CREEK BASIN Plains
Table 5
Table 5
Table 5Figure 4 do do
- Table 5
BOULDER CREEK BASIN Mountains
BOULDER CREEK BASIN Plains
Figure 6 Do.
Figure 6
Figure 6
Table 5 do
COAL CREEK BASIN Plains
Table 5
Table 5Figure 7
-
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UR
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CE
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E-C
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ipti
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ecte
d a
t si
tes
R.7
4W.
R.7
3W.
105°
30'
R72W
, .
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.__
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PL
AN
AT
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RA
INA
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ase
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rvey
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lder
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46
KIL
OM
ET
ER
S
Fig
ure
3.
Locati
on o
f su
rfac
e-w
ater
sam
ple
-coll
ecti
on si
tes.
-
2400
d. 1800
South St. Vrain Creek near Jamestown (SSV2)
(Jo in CM
1200
600LU CJ
CJz <CJD Q Z O CJ
u
I ITT I
Water temperature
»- Specific conductance
2400"
1800 -
1200 -
James Creek at mouth below Jamestown (JC3)
LJJ 600 -
36
27
18
Water temperature Specific conductance
COD coLJJ CJ
A S 0 N D J M A M J J A S
Figure 4. Specific conductance and temperature of streamflow at selected sites in the St. Vrain Creek basin, August 1975 through August 1976.
-
2400
CO
5 1800CO
01OoLO
21 1200
P 600
CC 01 Q.
CO 0 OX
Left Hand Creek at State Highway 72 at Ward (LHCl)
O
=>QZ Oo o
u
I I I I
Water temperature
Specific conductance
2400
1800
1200
600
Left Hand Creek above James Creek near Jamestown (LHC2)I I I 1 I
Water temperature - Specific conductance
lA i
36
27
18
36
27
18
01 OCO
Figure 4. Specific conductance and temperature of streamflow at selected sites in the St. Vrain Creek basin, August 1975 through August 1976 Continued.
10
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Fourmile Creek at mouth near Orodell 2400, , , | | , ,
Water temperature
Specific conductanceCO
| 1800uJ Oo in CM
1200
600
2400Boulder Creek above Boulder (BC2)
O 1800
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OZ 1200
O O
o600
Water temperature Specific conductance
36
27
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9 coLU O
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Figure 6. Specific conductance and temperature of streamflow at selected sites in the Boulder Creek basin, August 1975 through August 1976.
13
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-
REFERENCES CITED
Colorado Department of Health, 1967, Standards for the quality of water suppliedto the public: Denver, 8 p.
____1977, Primary drinking water regulations for the State of Colorado: Denver,Water Quality Control Division, 60 p.
U.S. Environmental Protection Agency, 1977, National secondary drinking-waterregulations: Federal Register, v. 42, no. 62, Thursday, March 31, 1977,Part I, p. 17U3-17W-
U.S. Weather Bureau, 1959, Climatic summary of the United States, Supplementfor 1931 through 1952, Climatography of the United States No. 11-5, Colorado:Washington, D.C., 62 p.
16
-
HYDROLOGIC DATA
17
-
Table
^.--Wa
ter-
qual
ity
analyses of selected
cons
titu
ents
3 and ge
ohyd
rolo
gie-
si
te3
watei>-ti>eatment3
and
sewa
ge-t
reat
ment
da
ta f
or w
ells
and
spri
ngs
EXPLANATION
OF DA
TA
TYPE OF
SI
TE:
TYPE OF SEWAGE TREATMENT
SYST
EM:
GW =
we
ll
SP =
spring
DATA
SO
URCE
FOR
WELL
DEPTH:
D =
dri1
ler'
s record
E =
esti
mate
d M
= measured
R =
repo
rted
UNIT
S:
DATA
SOURCE
FOR
DEPT
H TO WATER:
D =
dri
1 ler '
s record
M =
meas
ured
R
= re
port
ed
COL. PER
100M
L =
USE
OF WATER:
D =
dri nk
ing
I =
irrigation
L =
dome
stic
, nondrinking
R =
recreat io
nS
= stock
wate
ring
U =
unused
ST-L
F =
sept
ic ta
nk-l
each
fi
eld
AT-LF
= ae
rati
on ta
nk-l
each
fi
eld
OTHER
= ch
emic
al an
d incinerating
systems
MG/L
=
milligram
per
lite
r MI
CROM
HOS
= mi
crom
hos
per
cent
imet
er at 25°
Cels
ius
Colonies per
100
milliliters;
values pr
eced
ed by B
indi
cate
that th
e colony co
unt
was
non-ideal--less
than 20 or
more than 80
co
loni
es pe
r pe
tri
dish fo
r immediate-coliform
bacteria an
d le
ss th
an 20 or
more th
an 60 co
loni
es pe
r pe
tri
dish fo
r fe
cal-
coli
form
bacteria
FT =
foot
GAL/MIN
= ga
llon
per
minute
-
Tab
le
3.-
-Wa
ter-
qu
ali
ty
an
aly
ses
of
sele
cte
d co
nst
itu
en
ts
and
geo
hyd
rolo
gie
- sit
e,
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t data
fo
r w
ell
s an
d sprin
gs C
onti
nued
LOCAL
IDENTI-
FIER
brtOOl06901BBCD
SB00106902CDUC
SBOU106902DBCC
SB00106903BAAA
SB00106906AABA
SB00106907AAAA
SB00106908AADA
SB00106909CCAA
SB00106910BDDO
SB00106911ACAA
SB00106912BBCC
S800106912CCBC
SB00106912DDAO
SB00106913AAOD
SB00106913ACCA
SB00106913BCAA
SB00106913BCCB
bBOO!069l3BDAC
SB00106913CBCC
SB00106914ABOC
SB00106914ADAB
SB00106914BCBB
SdQ()1069l4CBBA
SB00106914CBCA
SBOU106914CBDB
SB00106914CODA
bbOOl069l40CDB
SB00106914DCDC
SbOOl06914l)CDO
SB00106914DDAO
SB00106915AAUO
SB00106915DBAD
SB0010691500AA
SB001069150DDA
SB001U6916BCBC
SB00106916DCCB
SBOU106918BCBC
SB00106919HCHD
SB00106919CBAB
SB00106919CDUC
SITE
NUMBER
ON
PLATE
1
S1H 413
SHE 429
SITE 412
SHE 411
SITE 430
SITE C44
SITE 410
SITE 409
SITE 408
SITE 407
SITE 428
SITE 427
SITE 406
SITE 426
SITE 425
SITE C93
SITE 419
SITE 424
SITE 418
SHE C92
SITE 423
SITE C33
SITE b29
SITE 530
SITE 531
SITE 417
SITE 431
SITE 421
SITE 532
SITE 432
SITE 422
SITE C26
SITE 415
SITE 414
SITE C77
SITE 405
SITE 404
SHE 479
SITE 477
SITE 484
STATION
NUMUER
400505105041900
400423J05050600
400437105045800
400512105061000
400513105090700
400419105085900
400414105075400
400339105073600
400358105060900
400408105044400
400412105042400
400338105042300
400341105032000
400319105031900
400309105034400
400319105041300
400310105042300
40031310b03S800
400255105042400
400319105045100
400317105043200
400316105053100
400305105052700
400258105052700
400259105052100
400245105050000
400244105045000
400240105045100
400240105044400
400250105042900
400320105053700
400257105055200
400250105053600
4002-+2105053600
400313105075000
400244105071500
4003131U5100500
400221105100000
4U0211105095700
400155105094900
TYPE
OF
SITE
GWGWGW
GWGW
GW Gw GW GW GW GW GW GW GW GW GW
GW tiw
GWGW
GWGW
GWGWGW
GWGW
GWGWGW
GWGW
GWGW
GW
GW
GW
GWGW
GW
DATE
OFSA
MPLE
(Y-M-U)
76-09-14
76-09-16
76-09-14
76-09-14
76-09-16
76-02-05
76-09-14
76-09-14
76-09-13
76-09-13
76-09-16
76-09-16
76-09-13
76-09-16
76-09-16
76-07-22
76-09-15
76-09-16
76-09-15
76-07-22
76-09-16
75-12-06
76-10-16
76-10-16
76-10-16
76-09-15
76-09-17
76-09-15
76-10-16
76-09-17
76-09-16
75-11-24
76-09-15
76-09-15
76-04-26
76-09-13
76-09-13
76-10-05
76-10-07
76-10-06
DIS-
SOLVED
CHLO-
RIDE
(CD
(MG/L)
129.4
20 6.4
29 8.2
45 5.3
6.3
50
32
23 10 24 13 29
30 13 37 7.4
7.6
11 20 12 15
8,0
9.5
22 11 26 12 13
189.7
9.6
20 1.4
8.0
5.8
4.7
DIS-
SOLVED
WITH HE
PLUS
NITRATE
(N)
(MG/L)
8.6
1.8
4.4
8.9
9.5 .15
19.44
181.1 .99
8.3 .19
3.3
1.7
8.1 .39
8.5 .12
2.6
1.1
3.1
2.7
2.0
4.8
2.1 .19
.34
.13
.21
.30
3.0
11 2.8 1.0 .06
.09
1.3 .76
1.0
SPE-
CIFIC
CON-
DUCT-
ANCE
(MICRO-
MHOS) 9d2
969
1170
924
675
1300
5460
1430
981
2530
1530
1040
1100
1370
1280
2800
2410
800
2200
860
700
1550
1620
1100
1250
940
794
1550
1020
1930
1320
1600
1800
1240
460
1910
564
760
460
750
IMME-
DIATE
COLI-
FORM
(COL.
PER
100 ML
)
B48
-
Tab
le 3- W
ate
r-q
ua
lity
analy
ses
of
sele
cte
d c
onst
ituents
an
d g
eoh
ydro
log
ic-
sit
e,
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t data
fo
r w
ell
s an
d sp
rin
gs-
-Co
nti
nu
ed
SITE
NUMBER
ON
PLATE
1
413
429
412
411
430
C44
410
-
Tab
le
3."-
Wate
r-quali
ty a
na
lyse
s of
sele
cte
d c
onst
ituents
an
d geo
hyd
rolo
gic
- sit
e,
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t data
fo
r w
ell
s an
d sp
rings
Conti
nued
SITE
NUMBER
ON
PLATE
1
413
429
412
411
430
C44
410
409
40B
407
428
427
406
426
425
C93
419
424
41B
C92
423
C33
529
530
531
417
431
421
532
432
422
C26
415
414
C77
405
404
479
477
4B4
USE OF
WATEK
L D L L D D L D L 5 L L I L I L 0 D L 0 0 S D D 0 0 0 0 D D L S D L S D D 0 0 0
TYPE
OF
WATER
TREATMENT
NONE
NONE
NONE
NONE
....
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
....
NONE
NONE
NONE
NONE
NONE
DISINFECTION
DISINFECTION
DISINFECTION
NONE
NONE
DISINFECTION
DISINFECTION
NONE
NONE
NONE
SOFTENING
NONE
NONE
NONE
NONE
SOFTENING
NONE
NONE
WELL
SEAL
(3000
GOOD
NONE
GOOD
GOOD
GOOD
GOOD
GOOD
NONE
POOR
POOR
NONE
GOOD
POOR
POOR
GOOD
....
....
GOOD
POOR
GOOD
GOOD
....
....
....
GOOD
POOR
GOOD
GOOD
POOR
NONE
GOOD
GOOD
GOOD
GOOD
....
GOOD
GOOD
GOOD
GOOD
DISTANCE
WELL TO
SEWAGE
TREATMENT
SYSTEM
(FT) ..
250
200
120--
..
100
300
250
150
BO
50
100
100 - »
100 ..
120
50
150
150
--.-
----
150
250
200 ..
150
120
.-
120
200 --
120
300
150
150
TYPE OF
SEWAGE
TREATMENT
SYSlEM
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
...
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
...
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
...
...
...
ST-LF
ST-LF
ST-LF
...
ST-LF
ST-LF
...
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
YEAH
SEWAGE
TREATMENT
SYSTEM
INST
ALLE
D..
....
....
....
..I960
....
1971
197*
1971
1962
195B
....
1974
....
....
...
....
1962
1971
1962
....
....
....
....
1969
1961
....
....
1962
1964
....
1963
1962
1970
1960
196B
1971
NO, OF
PERSONS
USING
SEWAGE
TREATMENT
SYSTEM
5 6-.
1 3 2 2 3 4 5 4 6 6 3-- 3
.. 3 2 2 4 b
-- --
2 7.. .. 4 2
-- 2 2
3 1 6 2--
-
Tab
le 3
- W
ate
r-quali
ty a
na
lyse
s of
sele
cted
const
ituen
ts
and
geo
hyd
rolo
gie
- si
te,
wa
ter-
trea
tmen
t.,
and
seuage-
trea
tmen
t d
ata
fo
r w
ells
an
d sp
rings
Conti
nued
LOCAL
IDENTI-
FIER
Sd00106919DABB
SB00106919DBBC
SB00106920AACC
SITE
NUMBER
ON
PLATE
1
SITE 403
SITE 478
SITE C2b
STATION
NUMBER
400210105091400'
400209105093200
400226105080500
SB00106920ABCD
SITE 476
400227105081800
SB00106920BBCC
SB001069200BAA
SB00106921BDDD
SB00106922AABB
SB00106922BCCD
SB00106923BDCO
SbOOl0692<»H6BB
SB001069250DAB
SB00106926AAAD
SB00106927ACDB
SB00106928COBB
SB00106929CABO
SB00106930CCHB
SB00106931ABBB
SB00106931CCOC
SB00106932CCDD
SB00106933BAAB
SB00106934BDBB
SB00106934DADA
SB00106935DCCC
SB00106936BCCC
SW00107001CBBC
SB00107001CBCB
SB00107004dDAD
SB0010700bBCL)A
S60010ro07CCCO
SBOU107007DCDC
SBOOl07008DDbC
SB00107009BDAC
SBOU1070090DAA
SB00107010ADCA
SB00107013CDOD
SB00107014ACUC
SB00107014AL>CC
SbOOl07ol4ADDD
SITE 483
SITE 401
SITE 400
SITE 416
SITE 399
SITE 398
SITE 420
SITE 397
SITE 396
SITE 39b
SITE 394
SITE 393
SITE 392
SITE C27
SITE 390
SITE 391
SITE 389
SITE 388
SITE C37
SITE 387
SITE 38b
SITE 461
SITE 460
SITE C66
SITE 4b8
SITE b08
SITE 303
SITE 457
SITE 4b5
SITE 482
SITE 459
SITE 4b4
SITE 462
SITE 463
SITE C28
400226105085700
400209105081000
400214105072100
400236105054600
400214105063400
400214105051000
400239105042500
400105105032200
400140105042800
400126105055700
400106105073000
400115105083500
400104105100400
400050105093100
400001105095400
400001105084000
4000b210b072bOO
400038105062500
400020105053700
400003105045900
400028105042500
400443105111500
4004^0105111400
400458105140700
400453105153100
400331105164900
400332105160900
400340105145400
400405105141300
400340105133400
400401105123200
400239105104300
400307105113600
400306105113000
400306105111500
TYPE
OF
SITE GWGW
GWGWGW
GW
GWGWGW
GW
GWGWGWGWGW
GWGW
GWGWGW
GWGWGW
GWGW
GWGWGWGW
GW
GW
GWGW
GWGW
GWGW
GWGWGW
DATE
OF
SAMPLE
(Y-M-D)
76-09-09
76-10-05
75-11-24
76-09-09
76-10-05
76-10-06
76-09-09
76-09-09
76-09-15
76-09-09
76-09-09
76-09-15
76-09-08
76-09-Ob
76-09-08
76-09-08
76-09-06
76-09-08
75-12-02
76-09-07
76-09-07
76-09-07
76-09-07
75-12-17
76-09-07
76-09-07
76-10-01
76-10-01
76-03-20
76-09-30
76-10-12
76-07-29
76-09-30
76-09-30
76-10-06
76-10-01
76-09-30
76-10-01
76-10-01
75-12-02
DIS-
SOLVED
CHLO-
RIDE
(CD
(MG/L)
bf 24
21 24 20
6.1
29 4.4
13
20 2037 9.8
28 18 22 13
21 40 5.4
11 127.2
21 30 9.3
5747 2.6
2.5
47 97 11 18 8.6
13 16
390 8.1
10
DIS-
SOLVED
NITRI IE
PLUS
NITRATE
(N)
(MG/L)
171.9
12 154.8
5.5 .74
6.8
2.6
18
4.8 .51
.11
.01
.29
4.7 .25
1.0 .22
i.y .01
5.5 .30
.03
6.6 .37
23 6.6 .39
.44
3.9
4.6 .15
3.6 .08
.84
.02
.02
2.0 .I/
SPE-
CIFIC
CON-
DUCT-
ANCE
(MICRO-
MHOS)
3360
1450
1400
1400
1420
690
2dOO
523
1700
1 70
0
1470
2190
900
1160
1300
1200
2290
3000
3500
800
1200
1210
2050
1350
1220
841
3400
2930
2800
520
500
749
1030
4050
888
893
560
4600
1010
800
IMME-
DIATE
COLI-
FORM
(COL.
PER
100 ML
)
-
Tab
le
3.-
-Wate
r-quali
ty a
na
lyse
s of
sele
cted
const
ituen
ts
and
geo
hyd
rolo
gic
- si
te,
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t da
ta f
or
wel
ls
and
spri
ngs
Conti
nued
ro VjO
SIT
E
ST
AT
E
WE
LL
DE
PT
H
NU
MB
ER
E
NG
INE
ER
SO
N
PE
RM
IT
DA
TA
P
LA
TE
1
NU
MB
ER
(F
T)
SO
UR
CE
40
3
47
8
C25
476
48
3401
40
04
16
39
9
39
8420
397
396
395
39
43
93
392
OE
PT
H
TO
39
0
391
389
388
C3
/ 387
38
6
461
460
C6
6
458
50
83
03
45
74
55
48
2
4b
9
454
462
463
C2b
3787
22/67
34645
34864
4174
20967
45409
45593
1550
4024y
39294
54067
14354
3861U
7416
9814
34616
34bl2
305 30
180
160
185 15 18
200
282
30b
400
210
127
40
345
100
520
490
50
500
41
5036
160 75 89
79 32 30
12 50
D D D 0 D D D 0 D D D D D 0 0 D D U E
(FT
)
20 4 37 14 96 12 29 20 21 15
147 16 80
200 80 12 20 29
31 11 30 12 14 104 2
DA
TA
S
OU
RC
E
D M M
WA
TE
RD
AT
EM
EA
-
SUR
ED
(M-Y
)
6-5
910-7
69
-76
9-7
6
9-7
6
9-7
6
9-7
68
-59
9-7
2
9-7
6
9-7
6
9-7
6
9-7
6
6-5
H
9-7
6
9-7
6
9-7
6
4-6
3
7-6
91
1-6
0
3-7
69
-76
10-7
6
7-7
6
9-7
6
8-6
3
6-7
6
9-7
6
10
-76
1
0-7
6
AL
TIT
UD
EO
F LA
ND
SU
RF
AC
E(F
T)
51
26
51
29
5094
51
15
51
00
5131
51
25
5060
5090
51
08
51
33
51
04
5191
5201
52
48
5235
51
80
52
56
5370
5415
52
34
53
05
52
50
5189
51
72
51
43
51
53
52
35
52
78
55
35
5460
53
55
52
30
52
30
51
80
5115
5158
51
55
51
40
YE
AR
W
ELL
*EL
L
YIE
LD
DR
ILL
ED
(G
AL/M
IN)
1959
19
74
19
65
19
55
19
68
19
36
19
46
19
59
1973
19
64
1971
19
73
1971
1958
19
70
1971
1972
19
63
19
52
1969
19
60
I9
60
1
95
4
19
50
19
61
19
68
1951
19
68
19
62
30 30 12 30 15 12 10 25 30 15 2
25
AQ
UIF
ER
MA
JOR
M
INO
R
15
LARAM-FOX
HILL
FLOO
D PLAIN
LARAM-FOX
HILL
LARAM-FOX
HILL
FLOO
D PL
AIN
LARAM-FOX
HILL
EOLIAN
LARAM-FOX HILL
EOLIAN
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
LARAM-FOX HILL
TERRACE
LARAM-FOX HILL
LARAM-FOX HILL
TERRACE
LARAM-FOX HILL
PIERRE UNDIV
PIERRE UNDIV
PIERRE UNDIV
PIERRE HYGIENE
PIERRE HYGIENE
PIERRE UNDIV
PIERRE UNDIV
PIERRE UNDIV
TERRACE
FLOOD PLAIN
FLOOD
PLAIN
TERRACE
TERRACE
TERRACE
PIERRE UNDIV
-
Tab
le
$.-
-Wa
ter-
qu
ali
ty
analy
ses
of
sele
cte
d c
onst
ituents
an
d geo
hyd
rolo
gic
- sit
e,
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t data
fo
r w
ell
s an
d sp
rin
gs C
onti
nued
SITE
NUMBER
ON
PLATE
1
403
478
C25
USE OF
WATER
L L 0
TYPE OF
WATER
TREATMENT
NONE
NONE
NONE
WELL
SEAL
GOOD
POOR
----
DISTANCE
WELL 10
SEWAGE
TREATMENT
SYSTEM
(FT) 150
120
--
TYPE OF
SEWAGE
TREATMENT
SYSTEM
ST-LF
SI-LF
-
YEAR
SEWAGE
TREATMENT
SYSTEM
INSTALLED
----
NO. OF
PERSONS
USING
SEWAGE
TREATMENT
SYSTEM
3 2
NJ -t-
SITE
NUMBER
ON
PLATE
1
403
478
C25
476
483
401
400
416
399
398
420
397
396
395
394
393
392
C27
390
391
389
388
C37
367
386
461
460
C66
458
508
303
45?
455
482
459
454
462
463
C28
USE OF
WATER
L L 0 0 0 U L D L L L D D D D 0 D 0 D 0 0 S 0 L D L L U D 0 D L L L L D L D D
TYPE OF
WATER
TREATMENT
NONE
NONE
NONE
NONE
SOFTENING
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
----
----
NONE
SOFTENING
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
GOOD
POOR
POOR
GOOD
POOR
POOR
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
POOR
GOOD
GOOD
GOOD
GOOD
GOOD
POOR
NONE
POOR
NONE
NONE
GOOO
POOR
GOOO
NONE
100
100
600
200
100
200
120
200
150
140
130
100
150
700
300
110
120
100
150
120
300
100
120
150
120
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
AT-LF
MUNICIPAL
ST-LF
MUNICIPAL
MUNICIPAL
ST-LF
ST
-LF
S
T-L
F
ST
-LF
S
T-L
F
ST
-LF
ST
-LF
S
T-L
F
ST
-LF
S
T-L
F
1955
19M
1968
19
48
1964
19
72
1965
1971
1973
1959
19
71
1971
1972
19
19
1950
19
61
1960
196b
1962
-
N>
\J~I
LOCAL
IDENTI-
FIER
SB00107014ADDD
SB00107014BDDD
SB00107014CAAA
SB00107014CAAB
SB00107014CBAA
S800107014CBCC
SB00107014DACB
SB00107015ACDA
SB00107015BBAA
SB00107015BBAB
SB00107015BBCA
SB00107015BBCB
SB00107015BBOA
S800107015SCUC
SB00107015BOCC
SB00107015CCCB
SB00107016ACCC
SB00107016ADAA
SB00107016ADCO
SB00107016BCCD
SB00107017CACD
SB00107018ACAA
SB00107018BCBA
SB00107018BDBD
SB00107018CACD
SB00107018CCAC
SB0010701800AD
SB00107019DBDB
SB00107020BBCC
SB00107021AABB
SB00107021CCCO
SB00107021CUCD
SB00107021CDDD
bB00107021DDCC
SB00107022DBUD
SB00107022DLBA
SB00107023CAUA
SB00107023CBDC
SB001070230ACA
S800107024BAAC
Tab
le 3
- W
ate
r-q
ua
lity
a
na
lyse
s o
f se
lecte
d c
onst
ituents
an
d g
eoh
ydro
log
ie-
sit
e,
wa
ter-
-tre
atm
ent,
an
d se
wa
ge-
trea
tmen
t d
ata
fo
r1 v
eil
s an
d sp
rings C
onti
nued
SITE
NUMBER
ON
PLATE
1 STATION
NUMBER
SITE
SITE
SITE
SITE
SITE
C28
466
453
452
528
SITE 465
SITE 464
SITE 467
SITE 469
SITE 466
SITE 471
SITE C31
SITE 470
SITE 475
SITE 474
SITE 451
SITE C45
SITE 481
SITE 473
SITE 456
SITE 450
SITE C36
SITE 523
SITE 302
SITE C98
SITE 524
SITE C73
SITE 449
SITE 448
SITE 447
SITE C49
SITE 507
SITE 494
SITE 492
SITE 446
SITE 490
SITE 488
SITE 489
SITE 445
SITE C68
400306105111500
400308105115000
400303105115000
400302105115200
400303105120800
400252105122000
400257105113000
400308105124100
400330105131400
400328105132000
400322105132300
400323105132600
400321105131400
400306105132000
400305105131000
400242105132800
400306105140300
400315105133100
400307105134000
400305105143300
400254105152300
400315105160500
400316105164800
400310105163300
400253105163000
400247105164200
400259105160700
400203105161000
400226105154500
400235105134500
400147105142900
400146105141300
400146105140800
400147105134300
400200105123900
400157105124800
400203105115000
400158105121300
400204105112600
400234105104800
TYPE
OF
SITE
GWGWGWGW
GW
GWSP
GWGWGW
GWGWGW
GWGW
GWGWGW
GWGW
GW
GW
GWGWGW
GWGWGWGWSP
GW
GW
GWGWGW
GWGW
GWGWGW
DATE
OF
SAMPLE
(Y-M-D)
76-10-04
76-10-04
76-09-30
76-09-30
76-10-16
76-10-04
76-10-04
76-10-04
76-10-04
76-10-04
76-10-04
75-12-06
76-10-04
76-10-05
76-10-05
76-09-30
76-02-0,2
76-10-05
76-10-05
76-09-30
76-09-29
75-12-09
76-10-14
76-07-29
76-07-26
76-10-14
76-03-26
76-09-29
76-09-29
76-09-29
76-02-04
76-10-12
76-10-07
76-10-07
76-09-29
76-10-06
76-10-06
76-10-06
76-09-29
76-03-23
DIS-
SOLVED
CHLO-
RIDE
(CD
(MG/L)
14 14 213.0
4.9
4.3
10 4.1
7.2
19 13 191100 57
62 125.6
5.7
348.2
17 2528 IB 85 5.3
25 7.2
7.6
26 123.9
3.4
8.5
13
9.8
32 176.6
27
Ulb-
SOLVEO
NITRITE
PLUS
NITRATE
(N)
(MG/L)
1.6
3.8
4.2 .89
.36
.23
.12
.42
1.7
2.7
368.4 .39
73.08
.30
.11
.13
.92
.21
3.2
4.6
1.6
3.1 .20
.53
1.6
2.5
2.4 .39
.50
.12
.09
.97
.30
.H
1.5
1.0 .35
.04
SPE-
CIFIC
CON-
DUCT-
ANCE
(MICHO-
MHOS) 900
1880
822
825
1020
487
1350
650
540
807
1090
800
25400
1350
7640
550
375
810
1620
olO
400
590
640
480
1300
510
779
460
605
800
610
380
340
-
Tab
le 3. W
ate
r-q
ua
lity
a
na
lyse
s of
sele
cte
d c
onst
ituents
an
d g
eoh
ydro
log
ic-
sit
e,
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t data
fo
r w
ells
an
d sp
rings
Conti
nued
SIT
E
ST
AT
E
WE
LL
DE
PT
H
NU
MB
ER
E
NG
INE
ER
SO
N
PE
RM
IT
DA
TA
P
LA
TE
1
NU
MH
ER
(F
T)
SO
UR
CE
DE
PT
H
(FT
)
1 TO
DATA
SOURCE
WATER
DATE
MEA-
SURED
(M-Y)
ALTITUDE
OF LAND
SURFACE
(FT)
YE
AR
W
ELL
WE
LL
YIE
LD
DR
ILL
ED
(G
AL/M
IN)
AQ
UIF
ER
MA
JOR
M
INO
R
NJ
466
453
452
528
465
464
467
469
468
471
C31
470
475
474
451
C45
481
473
456
450
C36
523
302
C98
524
C73
449
448
447
C49
507
494
492
446
490
488
489
445
C6B
18029
14114
23883
9311
9465
58267
14123
36728
14777
21076
4869 1253
55341
2445
9231
15/87
Hb
45
bb bO 57 16 14 1? 12
116
40
30 13 16 1 W
3060bO
* u 8b
172
3040
37
D D D 0 D 0 D ^ E 0 D 0 (J D D 0 D 0 D 0
227b9
N218
18078
26241
22 18 30 10 JO
40
25
40
26
166 7 6 8 10 107
11
9 7 5 3 10 18
5 15 25 10 10 13 11 8 5 5 12 3
11-63
9-76
10-76
10-76
10-76
10-76
12-75
10-76
10-76
9-76
4-63
10-76
10-76
9-76
6-60
7-76
9-5B
10-76
3-76
9-76
9-76
10-76
10-76
9-49
11-63
10-76
10-76
3-76
5173
5167
5168
5182
5180
5140
5204
5222
5226
5232
5234
5213
5245
5236
5226
5280
5240
5260
5317
5370
5435
5505
5480
5470
5500
5425
5370
5355
5248
5250
5245
5248
5220
5172
5177
5157
5171
5166
5115
1963
1963
1965
1968
1953
1961
1961
1962
1962
1962
1966
1969
1963
1966
1958
1961
1964
1960
1953
1958
1972
1958
1961
1963
1965
1949
1963
1966
1966
1959
20 320 12 40 15 65 3 40 20 15
45 10 40
TERRACE
TERRACE
TERRACE
TERRACE
PIERRE UND1V
TERRACE
TERRACE
TERRACE
TERRACE
TERRACE
TERRACE
TERRACE
TERRACE
TERRACE
FLOOD PLAIN
TERRACE
TERRACE
TERRACE
TERRACE
TERRACE
FLOOD
PLAI
NTERRACE
TERRACE
PIERRE UNOIV
PIERRE UNUIV
TERRACE
TERRACE
TERRACE
TERRACE
FLOOD
PLAI
N FLOOD
PLAI
N FLOOD
PLAI
N FLOOD
PLAI
N FLOOD
PLAI
N
FLOO
D PL
AIN
FLOO
D PL
AIN
FLOOD
PLAI
N FLOOD
PLAI
N FLOOD
PLAI
N
PIERRE UNDIV
LARAM-FO* HILL
-
Tab
le 3- W
ate
r-q
ua
lity
analy
ses
of
sele
cte
d c
onst
ituents
an
d g
eoh
ydro
log
ic-
ite,
wa
ter-
trea
tmen
t,
and
sew
ag
e-tr
eatm
ent
data
fo
r w
ell
s an
d sp
rings
Conti
nued
sit
e
SITE
NUMBER
ON
PLATE
\USE JF
MATER
TYPE OF
WATER
TREATMENT
WELL
SEAL
DISTANCE
WELL TO
SEWAGE
TREATMENT
SYSTEM
(FT)
TYPE OF
SEWAGE
TREATMENT
SYSIEM
YEAR
SEWAGE
TREATMENT
SYSTEM
INSTALLED
NO. OF
PERSONS
USING
SEWAGE
TREATMENT
SYSTEM
SITE
NUMBER
ON
PLATE
\
466
453
452
52fl
465
464
467
469
46B
471
C31
470
475
474
451
C45
4B1
473
456
450
C36
523
302
C98
524
C73
449
448
447
C49
307
494
492
446
490
488
489
445
C68
USE JF
WATER
0 0 L L 0 U s L L 0 0 L U U 0 0 L L 0 D 0 D 0 L 0 0 L 0 S 0 0 0 0 0 0 D 0 0 00 0 L L 0 U S L L 0 D L U U 0 0 L L 0 D 0 D 0 L 0 0 L 0 S 0 0 0 0 0 0 D 0 0 0
NONE
NONE
MONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
FILTRATION
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
SOFTENING
SOFTENING
NONE
NONE
POOR
GOOD
GOOD
GOOD
....
NONE
GOOD
POOR
POOR
GOOD
GOOD
POOR
NONE
POOR
GOOD
GOOD
NONE
NONE
GOOD
GOOD
GOOD
....
POOR
GOOD
GOOD
POOR
POOR
GOOD
NONE
....
GOOD
GOOD
GOOD
GOOD
POOR
POOR
POOR
POOR
120
100
150
10
0
120 30 100
120
150
100
60
30
200
60
120
150
100
120
120
150
100
120
15U
100
100
100
120
120
100 70
150
ST
-LF
S
T-L
F
ST
-LF
S
T-L
F
ST
-LF
S
T-L
F
ST
-LF
S
T-L
F
ST
-LF
ST
-LF
ST-LF
ST-LF
ST-LF
MUNICIPAL
ST
-LF
S
T-L
F
ST
-LF
ST
-LF
ST
-LF
S
T-L
F
ST
-LF
ST-LF
ST-LF
MUNICIPAL
ST-LF
ST-LF
ST
-LF
sr-L
FS
T-L
F
ST
-LF
ST
-LF
S
T-L
F
ST
-LF
S
T-L
F
1975
1963
1963
1963
1967
1961
1962
1962
1966
1974
1961
1958
1961
1964
1954
1960
1960
1963
1950
1964
1963
1960
1966
1966
-
Tab
le 3
- W
ate
r-quali
ty analy
ses
of
sele
cted
const
ituen
ts
and
geo
hyd
rolo
gia
- si
te,
wa
ter-
trea
tmen
t,
and
sew
age-
trea
tmen
t d
ata
for
wel
ls
and
spri
ngs
Co
nti
nu
ed
CO
LOCAL
IDENTI-
FIER
SB00107024BCCB
SB00107024CBOA
SBOOlOf0240AAD
SB00107024DACA
SB00107024DBCB
SB00107025CDAD
SB00107Q26CCCB
SB0010702/BAAA
SB00107027CDDO
SB00107028ABBD
SB00107028DCAD
5B00107028DCCD
SB00107029AAAA
SB00107029BCOB
SB00107030DDCD
SB00107032BCAC
SB00107U330BDC
SB00107034AAAB
S600107034ABAC
SB00107034ABBC
SB00107034ACBB
SB00107034ACOB
SB00107034BDDD
SB001070J4CDDD
SB00107034DABC
SB00107034DBCB
SB00107034DBDA
SB00107034DCBA
SB001U7034DCUC
SB00107035DACB
SB00107036DBAC
SB00107036DCOA
SB00107036DODD
SB00107101CCBB
SB00107102BABC
SB00107103B6DO
S60010/104AACA
SB00107105ABCC
SB00107105BDAA
SB00107106ACCC
SITh
NUMBER
ON
PLATE
1
SITE 487
SITE 486
SITE 485
SITE 444
SITE 480
SITE 443
SITE 441
SITE 495
SITE 44
0 SITE 491
SITE C67
SITE 439
SITE 493
SITE 438
SITE 437
SITE 442
SITE 436
SITE 505
SITE 502
SITE 500
SITE 501
SITE 503
SITE 499
SITE 496
SITE C34
SITE 498
SITE 504
SITE 497
SITE 506
SITE 435
SITE 433
SITE 434
SITE CbO
SITE 188
SITE 18
7
SITE 131
SITE 130
SITE C54
SITE 116
SITE 118
STATION
NUMBER
400216105111200
400205105105800
400207105100900
400203105101700
400205105103900
400103105104200
400058105121800
400146105125700
400055105125800
400143105135700
400100105134600
400056105135800
400144105144100
400124105153400
400053105155900
400035105153500
400013105135400
400051105122600
400048105124500
400049105125300
400037105125500
400032105124500
400030105125800
400003105125500
400024105123500
400019105125200
400020105124000
400011105125000
400003105124500
400018105112800
400023105103100
400006105102300
400003105100300
400431105180000
400508105185300
400502105200500
400502105202400
400457105215500
400454105220100
400445105225800
TYPE
OFSITE GW GW GW GW GW GWGW GW GW
GW GW GW GW
GW GW SP
GWGW GW
GW
GW GWGW GW GW GW GW
GW GW GW GW GW GW
GW GW GW
GW GW GWSP
DATE
OFSA
MPLE
(Y-M-D)
76-10-06
76-10-06
76-10-06
76-09-29
76-10-05
76-09-29
76-09-28
76-10-07
76-09-28
76-10-06
76-03-23
76-09-28
76-10-07
76-09-28
76-09-28
76-09-28
76-09-17
76-10-08
76-10-08
76-10-07
76-10-08
76-10-08
76-10-07
76-10-07
75-12-06
76-10-07
76-10-08
76-10-07
76-10-08
76-09-1 f
76-09-17
76-09-U
76-02-04
76-08-19
76-08-19
76-0 7-2
776-07-27
76-02-12
76-07-21
76-07-21
DIS-
SOLVED
CHLO-
HIDt
(CD
(MG/L)
14 163.4
5.3
15 4,2
1.4
17 238.6
26
23 11 32 11 15
38 2,6
35
30 54 12 117.6
13 9,0
7,9
10 2.7
8.2
38
2084 8.3
24 28 9.7
2.0
2.1
1.5
DIS-
SOLVED
NITRITE
PLUS
NITRATE
(N)
(MG/L)
0.90
1.7 .62
2.5
6.6
2.3 .22
.21
.54
.83
101.8 .19
4.3
1.3
8.7
11 2.6
4,9
1.4
5,9
3.1 .01
.04
6,3
1.0
2.3 .18
.14
.38
4.8
4.4
6.3
6,0 .07
18 6.5 .55
.04
.15
SPE-
CIFIC
CON-
DUCT-
ANCE
(MICRO-
MHOb) 750
952
698
630
620
781
225
790
480
500
950
850
597
650
200
558
800
560
930
450
650
790
350
380
1000
320
990
440
207
1090
1690
1560
1300
520
440
663
348
197
310
483
IMME
-DI
ATE
COLI-
FORM
(COL.
PER
100
ML)
-
Tab
le 3.
Wate
r-quali
ty a
naly
ses
of
sele
cted
const
ituen
ts
and
geo
hyd
rolo
gic
- si
te,
wate
r-tr
eatm
ent,
an
d se
wa
ge-
trea
tmen
t da
ta f
or
wel
ls
and
spri
ngs
Con
tin
ro VJD
SIT
E
ST
AT
E
WE
LL
DE
PT
HNU
MBER
ENGINEERS
ON
PERMIT
DATA
PLAT
E 1
NUMBER
(FT) SOURCE
487
486
48b
444
460
443
441
495
440
491
C67
439
493
438
437
442
436
505
500
501
503
499
496
C34
498
504
497
506
435
433
434
CbO
188
187
131
130
C54
116
118
24002
43789
42919
27439
38140
46618
40123
7529
18686
34903
10947
1622
22360
30198
30772
38673
38431
14
40
50
162
17 55
1 1J
18
2720 30 32
35
12
15 21 3030 12 18 75
64
140 12 37
103
200
120
150
160 15
200
235
29 10
D D U D U D U D D D D D 0 D D D D
DEPTH
(FT)
6 4 3 710 307 4 8 5 5 6 4 3 5
20 10
39 7 14
TO
DATA
SOURCE
WATER
DATE
MEA-
SURED
(M-Y)
ALTITUDE
OF LAND
SURFACE
(FT)
2 R
5 D
7 U
1 0
10-76
6-76
10-76
9-76
10-76
7-69
9-76
10-76
5-70
10-76
6-59
10-60
1-64
6-69
10-76
10-76
3-62
7-58
11-64
12-75
10-76
3-67
9-76
9-76
9-76
7-76
2-76
7-76
5140
5150
5145
5158
5148
5251
5241
5186
5232
5230
5229
5230
5262
5300
5310
5430
5270
5247
5232
5233
5241
5249
5248
5272
5268
5257
5266
5266
5282
5302
5262
5311
5350
6185
6460
7100
7140
6760
6820
7060
YEAR
WELL
WELL
YIELD
DRILLED (GAL/MIN)
1965
1970
1970
1966
1969
1936
1971
1970
1936
1956
I960
1964
1969
1957
1956
1962
1962
1958
1964
1974
1958
1967
1969
1969
20 645 2
25 15
10 4030
50 11 12
A 0
U
I F
E R
MAJOR
MINOR
1974
FLOO
D HLAIN
FLOO
D PLAIN
FLOOD
PLAIN
LARAM-FOX
HILL
FLOO
D PL
AIN
LARAM-FOX HlLL
FLOOD
PLAI
N FLOOD
PLAIN
FLOOD
PLAIN
FLOOD
PLAIN
FLOOD
PLAI
N FLOOD
PLAIN
FLOO
D PLAIN
FLOOD
PLAIN
FLOOD
PLAI
N
TERRACE
FLOOD
PLAIN
FLOOD
PLAI
N FL
OOD
PLAI
N FLOOD
PLAIN
FLOO
D PL
AIN
FLOOD
PLAIN
FLOO
D PL
AIN
FLOOD
PLAIN
FLOO
D PLAIN
FLOOD
PLAIN
FLOOD
PLAI
N FL
OOD
PLAIN
FLOOD
PLAIN
LARAM-FOX
HILL
LARAM-FOX
HILL
LARAM-FOX HlLL
EOLlAN
FOUNTAIN
VALL
EY FILL
CRYS
TALL
INE
CRYSTALLINE
FLOO
D PLAIN
CRYS
TALL
INE
CRYS
TALL
INE
PIERRE UNDIV
LARAM-FOX HILL
FLOOD PLAIN
-
Tab
le
3. W
ate
r-quali
ty analy
ses
of
sele
cted
const
ituen
ts
and
geo
hyd
rolo
gia
- si
te3
wa
ter-
trea
tmen
t,
and
sew
age-
trea
tmen
t d
ata
fo
r w
ells
and
spri
ngs
Co
nti
nu
ed
SITE
NUMBER
ON
PLATE
1
487
486
485
444
480
443
441
495
440
491
C67
439
493
438
437
442
436
50a
502
bOO
501
503
499
496
C34
498
504
497
506
435
433
434
C50
188
187
131
130
C54
116
118
USE OF
WATER
L) 0 L) 0 0 0 L 0 S L U 0 0 L L U L 0 0 L 0 0 0 0 0 0 0 0 0 0 L L L 00 0 0 0 0 D
TYPE OF
WATER
TREA
TMEN
T
NONE
NONE
NONE
SOFTENING
NONE
NONE
NONE
DISINFECTION
NONE
NONE
NONE
NONE
....
NONE
NONE
NONE
NONE
NONE
DISINFECTION
NONE
FILTRATION
NONE
FILTRATION
NONE
NONE
NONE
NONE
NONE
NONE
SOFTENING
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
WELL
SEAL
GOOD
POOR
GOOD
GOOD
GOOD
GOOD
POOR
GOOD
GOOD
GOOD
GOOD
....
GOOD
GOOD
POOR
NONE
GOOD
POOR
GOOD
POOR
POOR
....
....
GOOD
....
NONE
....
GOOD
GOOD
POOR
....
....
....
....
....
POOR
....
DISTANCE
WELL TO
SEWAGE
TREATMENT
SYSTEM
(FT) llu
18U
120
ibO
60 ..
80 --
120
150
.. IbO--
-
..
150
120
120
200
150--
80
150
180
100
150--
180
120
100
20045
300 ..----
60
100
TYPE OF
SEWAGE
TREATMENT
SYSTEM
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
MUMICIPAL
ST-LF
ST-LF
ST-LF
ST-LF
MUNICIPAL
MUNICIPAL
MUNICIPAL
ST-LF
ST-LF
ST-LF
MUNICIPAL
ST-LF
ST-LF
MUNICIPAL
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
...
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
...
ST-LF
ST-LF
YEAR
SEWAGE
TREATMENT
SYSTEM
INSTALLED
....
1971
1971
1976
1960
1940
....
----
1932
....
....
1963
....
....
1957
1940
1956
....
....
....
1949
1960
1955
....
1967
--_-
1969
1969
1966
....
1974
1960
1972
1974
....
1965
1956
NO. OF
PERSONS
USING
SEWAGE
TREATMENT
SYSTEM
2 4 3 2 2 4 2-- 3 1
.. 1 2-- -- ..2 2 2
..
5 5»-2 4 2 2 2
« - 6 4 3 4 4 5 4
.. 2 2 2
-
LOCAL
IDENTI-
FIER
SBU0107107BAAB
SB00107108BODA
SB00107110DABD
SB00107111AADA
5H001071llACdB
S800107111CACD
SB00107111CADB
SB00107111CCBD
SB00107111CDAB
SB00107111CDAC
SB00107111CDCO
SB00107111DBBC
SB00107111DBBD
SB00107112CAAC
SB00107112CBBB
SB001071130AAB
SB00107113DAAC
SB00107113DABC
SB001U7113DABU
SB00107113DADA
SB00107114BDBC
SB00107114CBCA
SB00107114CCAA
SB00107114CDCA
SB00107115ADDA
SB00107115CBCA
SB00107116AUBC
SB00107117ABBD
SB00107117CABD
SB00107118AUBB
SB0010711BBACA
SB00107119BBDC
SB00107120ABDB
SB0010M21BACC
SB00107122ACCB
S80010H22CBCC
SB00107123AABO
SB00107123CCBA
SBOOl07124AOfaA
site
SITE
NUMBER
ON
PLATE
1
SITE 15
7 SITE 152
SITE 512
SITE C58
SITE 516
SITE 510
SITE C8b
SITE 511
SITE 517
SITE 522
SITE 521
SITE 519
SITE 509
SITE 513
SITE C56
SITE C60
SITE C61
SITE Clb
SHE 301
SITE C16
SHE 520
SITE 518
SITE 525
SITE 515
SHE 514
SITE 156
SITE 15
0 SITE 151
SITE 155
SITE 15
4 SITE 29
1 SITE 17
7 SITE 176
SITE 298
SITE 149
SITE 175
SITE 551
SITE 148
SITE C81
Tab
le
3.-
-Wate
r-quali
ty analy
ses
of
sele
cted
const
ituen
ts
and
geo
hyd
rolo
gio
- it
e
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t d
ata
for
wel
ls a
nd s
pri
ngs-
-Con
tinu
ed
STATION
NUMBER
400416105230500
400359105220200
400350105191700
400414105180500
400408105183500
400343105184900
400345105164500
400337105190400
400342105184200
400338105164bOO
400332105184600
400349105183500
41)0351105183000
400350105173300
400352105160300
400300105170100
400300105170300
400257105170HOO
400257105170400
400255105165500
400310105184900
400254105190500
400247105185600
400241105184800
400307105190900
400253105201100
400309105203100
400322105214700
400257105220400
400313105223800
400317105230500
400223105231900
400226105214400
400224105210200
400217105194000
400157105201300
400232105181000
4U01581U5190400
400220105170700
TYPE
OF
SITE GW
GW GW GWGW
GW
GW GW GWGW
GW GWGW GW
GW SP GW GW
GW
GW GW
GW GW GWGW
GWGW GW GW GW
SP
GW GW
GW SP
GW GW GW GW GW
DATE
OFSAMPLE
(Y-M-D)
76-08-09
76-08-06
76-10-12
76-03-02
76-10-13
76-10-12
76-08-19
76-11-20
76-10-12
76-10-13
76-10-14
76-10-14
76-10-14
76-10-12
76-10-12
76-02-17
76-03-09
76-03-09
76-07-26
76-07-29
76-07-29
76-10-14
76-10-13
76-10-15
76-10-13
76-10-13
76-08-09
76-08-06
76-08-06
76-08-06
76-08-06
76-11-23
76-08-16
76-08-16
76-11-18
76-08-06
76-08-16
76-10-20
76-08-06
76-05-12
DIS-
SOLVED
CHLO-
RIDE
(CD
(MG/L) 3.1
3.5
2.8
2.4
4.6
20 37 426.3
2.0
7.3
2.0
46 2.8
13 48 35 258.7
41 11
200 2.3
67 14
150 16 701.1
4.2
4,3
1.3
1.0
2.3
840 2.0
150 1.5
3.5
8.9
DIS-
SOLVED
NITRITE
PLUS
NITRATE
(N)
(MG/L)
0.70
2.0 .09
1.7 .87
1.2
2.3
1.7 .62
.13
2.2
1.0 .04
.35
1.5
1.3
2.6 .80
3.2
3.3
3.5
3.8 ,69
2.2
7.8
8.9
14 5.8 .16
.02
.16
.03
.09
.14
.01
.06
3.7
1.2 .01
.29
SPE-
CIFIC
CON-
DUCT-
ANCE
(MICRO-
MHOS) 400
443
740
440
700
650
1050
1290
650
559
510
450
1280
560
661
833
1550
1200
550
700
600
1160
305
752
570
990
495
485
350
268
922
386
180
320
7800
675
875
160
1730
460
IMME-
DIATE
FECAL
COLI-
COLI-
FORM
FORM
(COL.
(COL.
PER
PER
100
ML)
100
ML)
-
Tab
le
3. W
ate
r-q
ua
lity
analy
ses
of
sele
cte
d c
onst
ituents
an
d geo
hyd
rolo
gic
- sit
e,
wate
r-tr
eatm
ent,
an
d se
wage-
trea
tmen
t data
fo
r w
ell
s an
d sp
rin
gs C
onti
nued
SITE
STATE
WELL
DEPTH
NUMB
ER EN
GINE
ERS
ON
PERMIT
DATA
PLAT
E 1
NUMB
ER
D Lj D D D D D D w
14147
IbO
80
40 8 8 15
4t>0
11032
2bb
298
100
DEPTH
(FT) 50 HI
31 17 27
193
23 68 75 19
13 12 12 7 5 19 92
28 30
127 34
1 TO
DATA
SOURCE
WATER
DATE
MEA-
SURED
(M-Y)
ALTITUDE
OF LAND
SURFACE
(FT)
8-76
2-76
7-72
10-76
5-64
10-76
10-76
10-76
8-67
10-76
10-76
3-76
3-76
7-76
6-67
7-76
8-61
10-76
5-62
10-76
10-76
50 15
3-62
12-66
8120
7120
6245
6000
5970
5910
5900
6020
6120
6090
6120
5870
5750
5660
5750
5530
5530
5525
5525
5520
6480
6540
6530
6560
6665
6860
7060
7220
6480
6800
7180
6820
6320
6260
6620
6180
6060
6160
5500
YEAR
WELL
ORILLEO
\ QU U
1965
1976
1972
1963
1964
1975
1976
1971
1967
1968
i r\
t C
_
1956
1967
1954
1961
1963
1962
'- Q^4
WELL
YIELD
(GAL/MIN)
100 4 4 7 1 5 2 5 2 12 4 6 1
1963
AQ
UIF
ER
MA
JOR
M
INO
R
1962
1956
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
LYKINS
FOUNTAIN
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
FOUNTAIN
FOUNTAIN
VALLEY FILL
LYONS
PIERRE UNDIV
PIERRE UNDIV
PIERRE HYGIENE
PIERRE HYGIENE
PIERRE HYGIENE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYSTALLINE
CRYS
TALL
INE
FLOO
D PL
AIN
CRYS
TALL
INE
CRYS
TALL
INE
FLODO
PLAI
N FLOOD
PLAI
N CR
YSTA
LLIN
E
CRYS
TALL
INE
CRYS
TALL
INE
LYONS
CRYSTALLINE
PIERRt HYGIENE
-
Tab
le
3.--
Wate
r-quali
ty analy
ses
of
sele
cte
d c
on
stit
uen
ts
and
geo
hyd
rolo
gic
- sit
e,
wate
r-tr
eatm
ent3
an
d se
wage-
trea
tmen
t data
fo
r w
ells
an
d sp
ring's
Conti
nued
SITE
NUMBER
ON
PLATE
1USE OF
WATER
TYPh OF
WATE
RTREATMENT
WELL
SEAL
DISTANCE
WELL TO
SEwAbE
TREATMENT
SYSTEM
(FT)
TYPE OF
SEWAGE
TREATMENT
SYSTEM
YEAR
SEWAGE
TREATMENT
SYSTEM
INSTALLED
NO. OF
PERSONS
USING
SEWAGE
TREATMENT
SYSTEM
SITE
NUMBER
ON
PLATE
1
Ib7
152
512
C58
516
blO
C66
oil
517
522
521
519
509
513
C56
C60
C61
CIS
301
C16
520
518
525
515
514
156
IbO
lal
155
154
291
177
176
298
149
175
551
148
CB1
USE OF
WATER
D D D D D D D D D D D D D S D D D D D D L D L 0 D D D 0 D D L D D U D D D D L0 D D 0 D D D 0 D 0 D D 0 S 0 0 0 0 0 D L D L 0 D D D 0 D D L 0 D U 0 0 D D L
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
FILTRATION
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
NONE
SOFTENING
SOFTENING
NONE
NONE
NONE
SOFTENING
NONE
NONE
NONE
NONE
NONE
NONE
DISINFECTION
SOFTENING
NONE
....
....
....
GOOD
GOOD
GOOD
....
....
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
NONE
POOR
POOR
GOOD
GOOD
GOOD
GOOD
POOR
GOOD
GOOD
POOR
....
....
....
....
....
....
....
....
....
....
GOOD
....
NONE
DISTANCE
WELL TO
SEWAGE
TREATMENT
SYSTEM
(FT)
260--
100
300
400
120
100
100
120
750
110
300
^50
200
150
150
200
150
130
120
2bO
200
150
300
200
250
13065 7b
120
4050
60--
135
60--
TYPE OF
SEWAGE
TREATMENT
SYSTEM
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
OTHER
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
OUTHOUSE
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
ST-LF
1968
196b
1961
1963
1963
1963
1965
1975
1976
1971
1971
1961
1966
1966
1963
1963
1964
1962
1962
1966
1961
1962
1974
1969
1965
-
Tabl
e 3.
--Wa
ter-
qual
ity
anal
yses
of s
elected constituents and ge
ohyd
rolo
gia-
site,
wate
r-tr
eatm
ent,
an
d se
aage
-tre
atme
nt d
ata
for we
lls
and
springs--Co
ntin
ued
LOCAL
IDENTI-
FIER
SB0010M24BBAC
SB00107125CACB
SB0010M26AOBA
SB00107127BOAB
SB00107127DBCA
SB00107127DBCD
SB0010H28CCBC
SB0010H29CDCA
SB00107J30ABCA
SB00107130BCBC
SB00107131DCBB
SB00107132CCCB
SB00107132CDBA
SB00107133BACB
5B0010M33BOUA
SB00107134AABA
SB0010713bAACA
SB00107136CCAC
SB00107201CBDA
SB00107202CADO
SB00107205ACBO
SB00107206BDCB
SB00107207CACB
SB001072100CAA
SB00107211ADOC
SB00107211DAAA
SB00107211DAAB
SB00107211UAAC
SB00107211DCAB
SB00107212CBAA
SB00107212CBAC
SB00107212C8BB
SB00107212CBBD
SB00107212CBUO
SB00107213BCAO
SB00107213BCBC
SB00107214AACA
S&00107217BCDB
SITE
NUMBER
ON
PLATE
1
SITE 533
SITE 209
SITE 14
7 SITE 189
SITE C5
1
SITE C55
SITE 003
SITE 599
SITE 299
SITE C24
SITE 012
SITE 015
SITE Oi
l SITE 004
SITE 002
SITE 598
SITE 597
SITE 545
SITE 119
SITE 120
SITE 140
SITE 141
SITE 123