HomeMy WebLinkAboutMITIGATION (11)I
SOILS ENGINEERING, INC.
I
I
I
I
GROUNDWATER WELL SAMPLING REPORT
PROPOSED COSTCO WHOLESALE FACILITY
2800 STANDARD ST., 3650, 3660, 3800, 3880 ROSEDALE HIGHWAY
BAKERSFIELD, CALIFORNIA
Prepared For:
I
I
I
I
I
COSTCO WHOLESALE
999 Lake Drive
Issaquah, WA. 98027
Attn: Todd Bartok
File No. 01-9692
Prepared By:
I
iI
Soils Engineering, Inc.
4400 Yeager Way
Bakersfield, CA. 93313
1
1
I
October 10, 2001
I
I
4400 YEAGER WAY · BAKERSFIELD, CALIFORNIA93313 ' PHONE(661)831-5100 · FAX:(661)831-2111
I SOILS ENglN££rlNg, INC.
October 1 O, 2001
File No. 01-9692
1
I
I
!
I
Howard Wines
Bakersfield Fire Department
Office of Environmental Services
1715 Chester Avenue
Bakersfield, California 93301
Subject:
Groundwater Well Sampling Repo[t
Rosedale Highway Property, Bakersfield, Califomia
Former ENSR Project No. 8727-049
Dear Mr. Wines:
I
I
I
I
Soils Engineering, Inc. (SEI) is submitting this Groundwater Sampling Report (Report) for the
subject site located at 2800 Standard Street and 3650 through 3880 Rosedale Highway in
Bakersfield, California (site). See Plate 1 for a Location Map. SEI submitted a Revised
Groundwater Well Sampling Workplan dated July 3, 2001 which was apProved by the Bakersfield
Fire Department Office of Environmental Services (BFDOES) in a letter dated August 8, 2001.
This Report describes the sampling of the four (4) water supply wells and three (3) groundwater
monitoring wells that are currently present on the project site. Also included is a discussion of the
regional water conditions, local groundwater gradient and conclusions and recommendations for the
site.
i
I
I
I
I
SITE DESCRIPTION
The approximately 20-acre site consists of multiple properties referred to as the Sparks parcel
(comprised of two parcels), Rosedale Hotel/Maaco parcel, Seaton parcel and the Glenn Rose parcel.
These parcels are addressed 2800 Standard Street (Sparks parcel), 3650/3660 Rosedale Highway
(Rosedale Hotel/Maaco parcel) and 3800/3880 Rosedale Highway (Glenn Rose parcel) as shown on
the Site Plan, Plate 2. No street address has been assigned to the Seaton parcel. The Seaton parcel is
located between the Rosedale Hotel/Maaco parcel and the Glenn Rose parcel.
Currently, two (2) water supply wells (referred to as the North and South Sparks wells) are located
on the Sparks parcel, one (1) water supply well is located on the Maaco/Rosedale Hotel parcel and
one water supply well is located on .the Glenn Rose parcel. The three (3) groundwater monitoring
wells are located on the Sparks northeastern parcel. Information on these wells is presented below.
4400YEAGER WAY · BAKERSFIELD, CALIFORNIA 93313 · PHONE (661) 831-5100 · FAX: (661) 831-2111
!
I
Groundwater Sampling Report
Proposed Costco Wholesale Site
Sparks Estate & Adjoining Properties, Bakersfield, CA.
SOILS ENGINEERING, INC.
File No. 01-9692
October 10, 2001
Page 2
I
I
I
!
I
I
I
I
I
I
I
I
I
I
I
i
Sparks parcel:
One 60 foot deep water well that is 16 inches in diameter (N-well)
· One 140 foot deep water well that is 6 inches in diameter (S-well)
· The three (3) groundwater monitoring wells, designated MW- 1, MW-2, and MW-3,
are each 35 feet deep with 2-inch diameter PVC casing.
Glenn Rose parcel:
· One 280 foot deep water well that is 8 inches in diameter (GR-well).
Maaco/Rosedale Hotel parcel:
· One 280 foot deep water well that is 8 inches in diameter (M-well).
Previous Groundwater Sampling Events
The North Sparks well (N Well), the Maaco/Rosedale Hotel well (M Well) and the three (3)
groundwater monitoring wells (MW-l, MW-2 and MW-3) were sampled by Soils Engineering, Inc.
(SEI) in October 1998. The South Sparks well (S well) and the Glen Rose well (GR well) could not
be sampled at that time due to the presence of materials (well pump and pump rods) inside the well
casings preventing access. The groundwater monitoring well samples (MW-l, MW-2 and MW-3)
were analyzed for Total Petroleum Hydrocarbons (TPH), CAM 17 Metals and volatile organic
compounds (VOC's) by appropriate EPA analytical methods. The deeper wells (M Well and N
Well) were analyzed for Total Recoverable Petroleum Hydrocarbons (TRPH), TPH, VOC's and
CAM 17 Metals by appropriate EPA analytical methods. The analytical results of this sampling
event indicated no elevated metals, VOC's, TRPH or TPH in the north Sparks well (N Well) and
only 2.0 parts per billion (ppb) MTBE and 64 ppb TPH as gasoline (TPHg) in the M Well sample.
The three (3) monitoring wells had only very minor MTBE (0.57 to 2 ppb) and total xylenes (1 to 3.8
ppb) reported, with no TPH or elevated metals. See attached Table 1 for historical groundwater
sampling results at this site.
Additional groundwater sampling was conducted by ENSR at 14 boring locations (EB-1 to EB-14)
across the site between June 26, 2000 and July 21, 2001. Groundwater samples were collected
utilizing a Geoprobe or hollow-stem auger drilling rig, pumps and bailers. The groundwater samples
for this investigation were analyzed for TPHg, TPH as diesel (TPHd), TPH as motor oil (TPHmo),
VOC's, and the majority of samples for CAM 17 Metals (EB- 1 to EB-9, and EB-12). Water samples
EB-6 to EB-9 were also analyzed for benzene, toluene, ethylbenzene, and xylenes (BTEX). The
analytical results of these water samples indicated no elevated metals, VOC's or TPHg in the water
samples. TPHd was reported at 120 ppb and TPHmo at 280 ppb in water sample EB-14 located west
of the former Maaco Building. Concentrations of TPHd and TPHmo were not reported in any other
I
I
1
Groundwater Sampling Report
Proposed Costco Wholesale Site
Sparks Estate & Adjoining Properties, Bakersfield, CA.
SO ILS
ENGINEERING, INC.
File No. 01-9692
October 10, 2001
Page 3
I
I
I
I
I
I
I
I
I
I
I
I
I
I
!
I
water sample in this investigation. See attached Table 1 for historical groundwater sampling results
at this site.
Historical Groundwater Gradient Determinations
The groundwater gradient was determined during the October 1998 sampling event by SEI. The
shallow groundwater gradient was 0.0037'/' in a S81W direction on October 27, 1998. The deeper
aquifer appeared to have a southwesterly gradient on October 26, 1998.
FIELD ACTIVITIES CONDUCTED
Removal of Water Well Piping
SEI subcontracted Bakersfield Well & Pump Company, a licensed well driller contractor, to remove
the piping and pumps from the four (4) water supply wells to allow purging and sampling of these
wells. This work was conducted on 9/21/01 and 9/24/01 with the well material removed from the
site and the wells temporarily capped with expanding locking plugs.
Depth To Groundwater
The static groundwater level was measured in each well using a water level sounder on September
24, 2001. Water levels in the four (4) groundwater wells ranged from 39.74' (N Well) to 79.54' (M
Well), with the three (3) monitoring wells being dry at a depth of 35' below ground surface (bgs.).
See Table 3 for groundwater levels measured on September 24, 2001.
Purging and Sampling of Groundwater Wells
The four water supply wells were purged by pumping water from the wells with a submersible pump
until physical parameters (pH, temperature, and electrical conductivity) stabilized confirming
successful purging parameters. The GR-Well was purged of approximately 165 gallons, the M-Well
110 gallons, the N-Well 150 gallons and the S-Well approximately 150 gallons of water until the
physical parameters were consistent. The three (3) monitoring wells were dry and were not able
purged or sampled during this assessment. See Table 3 for physical parameters during purging.
After purging was completed and wells recovered, groundwater samples were collected using a new
disposable bailer. The water samples were decanted from the bailer into appropriate preserved
sample containers, labeled, and placed in an ice-cooled chest for overnight transport to Positive Lab
Service under chain of custody documents.
Purged groundwater Was stored on the site in Department of Transportation (DOT) approved 55-
gallon drums and in a temporary storage tank pending the receipt and review of analytical results.
I
I
i
Groundwater Sampling Report
Proposed Costco Wholesale Site
Sparks Estate & Adjoining Properties, Bakersfield, CA.
SOILS
ENGINEERING, INC.
File No. 01-9692
October 10, 2001
Page 4
I
I
I
I
I
I
I
I
I
I
I
I
!
I
I
I
The containerized purge water was picked up for disposal on October 4, 2001 by MP Environmental
and transported to Dermeno Kerdoon under a waste manifest.
ANALYTICAL TESTING
Groundwater samples were analyzed at Positive Lab Service a State certified analytical lab for the
following:
· Total petroleum hydrocarbons quantified as gasoline (TPH-g), TPH as diesel (TPH-d) and
TPH as motor oil (TPH-mo) using United States Environmental Protection Agency (EPA)
Test Method 8015 Modified,
· VOCs, including benzene, toluene, ethylbenzene and total xylenes (BTEX) and the fuel
oxygenates di-isopropyl ether (DIPE), ethyl tert-butyl ether (ETBE), methyl tertiary butyl
ether (MTBE), tert-amyl methyl ether (TAME) and tert butanol, using EPA Test Method
8260.
RESULTS OF GROUNDWATER ANALYSIS
The analytical results of the four (4) former irrigation wells indicate only trace concentrations of
Total Petroleum Hydrocarbons as gasoline (TPHg) in two (2) of the wells. Well GR-Well had 53
parts per billion (ppb) TPHg and well M-Well had 58 ppb TPHg reported in the water samples. No
TPH as diesel (TPHd), TPH as motor oil (TPHmo), or volatile organics were reported in any of the
water samples. No TPHg was reported in water samples from wells N-Well or S-Well. See Table 2
and attached analytical reports for complete results.
GROUNDWATER GRADIENT
Depth to water in the water wells along with surveyed top of casing elevations were used to
determine an approximate groundwater gradient at the site. See Plate 3 for the groundwater gradient
determined on September 24, 2001. The deeper groundwater gradient is approximately 0.0076'/' in
a southwesterly direction. The regional deep groundwater gradient as indicated by recent Kern
County Water Agency maps shows mounding occurring in the area of the site.
LOCATION OF PUBLIC WATER WELLS
The nearest active public water wells are approximately ½ mile south of the site across Rosedale
Highway. The groundwater quality of the deeper aquifer in less than 200 ppm total dissolved solids
(TDS), which is good. Regionally industrial activities such as oil refineries, gas stations and other
I
I
I
Groundwater Sampling Report
Proposed Costco Wholesale Site
Sparks Estate & Adjoining Properties, Bakersfield, CA.
SOILS ENGINEERING, INC.
File No. 01-9692
October 10, 2001
Page 5
I
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
manufacturing facilities have impacted the first aquifer with minor concentrations of petroleum
products within ½ mile north and east of the site.
CONCLUSIONS & RECOMMENDATIONS
Conclusions
Based on field observations and analytical results of water samples the following is concluded:
· Very minor TPHg concentrations were detected in wells GR-Well and M-Well at
concentrations of 53 and 58 ppb, respectively. No other petroleum hydrocarbons or volatile
organics were reported in the water samples.
· The three (3) monitoring wells were dry during this investigation and were not sampled.
Historical analytical results of these monitoring wells indicated only very minor
concentrations of petroleum hydrocarbons. The N-Well appears to be in the same shallow
aquifer as the monitoring wells and had no petroleum hydrocarbons reported during this
investigation.
· The groundwater gradient for the deeper aquifer appears to be to the southwest, but since the
3 wells are almost in a line an accurate direction and gradient is not possible. The
approximate gradient is 0.0076'/' to the southwest.
· The minor concentrations detected in wells GR-Well and M-Well may be related to regional
industrial activities more than former on-site activities.
· The nearest public water wells are located south of the site across Rosedale Highway
approximately ½ mile away.
· On-site activities do not appear to have impacted the groundwater beneath the site and is not
a threat to the public drinking water supply.
Recommendations
SEI makes the following recommendations:
· The three (3) monitoring wells should be abandoned per Kern County Environmental Health
Services Department (KCEHSD)regulations. The permits for the well abandonment's are
attached.
· The four(4) groundwater wells should be abandoned per KCEHSD regulations. The well
abandonment permits are attached.
· If significant contamination in the soil is discovered during the remedial action at the site,
which has potentially impacted the groundwater, then additional groundwater sampling in
those areas should be conducted per BFDOES direction.
I SOILS ENGINEERING, INC.
Groundwater Sampling Report File No. 01-9692
Proposed Costco Wholesale Site October 10, 2001
Sparks Estate & Adjoining Properties, Bakersfield, CA~. Page 6
LIMITATIONS
This was prepared for the exclusive use of Costco Wholesale as it relates to the
report
property
described. The discussion and conclusions presented in this report are based on:
- observations of field personnel.
The
~ The results of laboratory tests performed by Positive Lab Services Of
Los Angeles, California
- Our understanding of the regulations of the California Regional Water Quality
Control Board, the DTSC and the EPA.
Possible variations in the soil or groundwater conditions which may exist beyond the points explored
in this investigation might effect the validity of this report unless those variations or conditions come
to our attention and are reviewed and assimilated into the conclusions and recommendations of this
report. Also, changes in the hydrologic conditions found could occur with time due to variations in
rainfall, temperature, regional water usage, or other factors, any of which could affect this report.
The services performed by SEI have been conducted in a manner consistent with the levels of care
and skill ordinarily exercised by professionals currently practicing under similar conditions in
California. The absence of contamination on or beneath the property cannot be guaranteed by this
report. SEI is not responsible for any contamination or hazardous material found on the property.
No other warranty expressed or implied, is made.
If you have any questions or comments regarding this Report please contact SEI at (661) 831-5100.
Sincerely,
Soils Engineering, Inc.
Robert J. Becke~, R.G., R.E.A. II
Environmental Division Manager ~,.~~0~
Attachments: Table 1, Historical Groundwater Sampling Analytical Results
Table 2, Current Groundwater Sampling Analytical Results
Table 3, Physical Parameters During Groundwater Purging
Plate 1, Location Map
Plate 2, Site Plan
Plate 3, Site Plan With Water Elevations and Analytical Results
Analytical Reports
I
I
I
I
I
I
I
I
I
I
I
I
I
!
I
I
I
!
I
Groundwater Sampling Report
Proposed Costco Wholesale Site
Sparks Estate & Adjoining Properties, Bakersfield, C~4.
SOILS ENGINEERING, INC.
cc:
Well Abandonment Permits
Mr. Todd Bartok, Costco Wholesale
Mr. Jeff Wilson, Mulvanny Architects
File No. 01-9692
October 10, 2001
Page 7
TABLE 1
HISTORICAL GROUNWATER WELL SAMPLING ANALYTICAL RESULTS
Sparks Estate & Adjoining Properties
Bakersfield, California
SAMPLE NUMBER DATE EPA 418.1 EPA 8260 CAM 17 Metals 8015m
TRPH Volatile Elevated TPHg TPHd TPHmo
Organics Only Listed
N Well (North Water Well) 10/26/1998 <1 ppm All ND None <50 ppb NA NA
N Well (North Water Well) 9/24/2001 NA All ND NA <50 ppb <1 ppm <10 ppm
M Well (Maaco Water Well) 10/26/1998 <lppm 2 ppb MTBE None 64 ppb NA NA
M Well (Maaco Water Well) 9/24/2001 NA All ND NA 58 ppb <1 ppm <10 ppm
GR-Well 9/24/2001 NA All ND NA <50 ppb <1 ppm <10 ppm
S-Well 9/24/2001 NA All ND NA <50 ppb <1 ppm <10 ppm
MW-1 10/27/1998 NA X=lppb, MTBE=0.57 ppb None <500ppb <200ppb NA
MW-2 10/27/1998 NA x=3.8ppb, MTBE=2 ppb, None <500ppb <200ppb NA
MW-3 10/27/1998 NA X=1.5ppb, MTBE=I.4 ppb NOne <500ppb <200ppb NA
T=0.91 ppb, 1.2ppb Trimethylbenzene
EB-1 6/26/2000 NA All ND None <500 ppb <500 ppb <500 ppb
EB-2 6/26/2000 NA All ND None <500 ppb <500 ppb <500 ppb
EB-3 6/27/2000 NA All ND None <500 ppb <500 ppb <500 ppb
EB-4 6/27/2000 NA All ND None <500 ppb <500 ppb <500 ppb
EB-5 6/27/2000 NA All ND None <500 ppb <500 ppb <500 ppb
EB-6 12/7/2000 NA All ND None <500 ppb <500 ppb <500 ppb
EB-7 7/11/2000 NA All ND None <500 Dpb <500 ppb <500 Dpb
EB-8 7/11/2000 NA All ND None <500 Dpb <500 ppb <500 ppb
EB-9 7/11/2000 NA All ND None <500 ppb <500 ppb <500 ppb
EB-10 7/21/2000 NA All ND NA <500 ppb <500 ppb <500 ppb
EB-11 7/21/2000 NA All ND NA <500 Dpb <500 ppb <500 ppb
EB-12 7/21/2000 NA All ND None <1000 ppb <500 Dpb <500 ppb
EB-13 2/6/2001 NA All ND NA <5O ppb <50 ppb <25O ppb
EB-14 2/6/2001 NA All ND NA <50 ppb 120 ppb 280 ppb
Note: T=Toluene, X=Xylenes, TPH=Total Petroleum Hydrocarbons,
g = Gasoline, d=Diesel, ND= None Detected, ppm = parts per million, ppb = parts per billion, TRPH=Total Recoverable Petroleum Hydrocarbons
TABLE 2
CURRENT GROUNDWATER SAMPLING RESULTS
COSTCO - Bakersfield
Ethyl Other
Sample Sample & TPHmo TPHg TPHd Benzene Toluene Benzene Xylene MTBE VOC's
Date Well No. (ppm) (ppb) (ppm) (ppb) (ppb) (ppb) (ppb) (ppb) (ppb)
9/24/2001 GR-Well <10 53 <10 <1 <1 <1 <1 <1 ND
9/24/2001 M-Well <10 58 <10 <1 <1 <1 <1 <1 ND
9/24/2001 N-Well <10 <50 <10 <1 <1 <1 <1 <1 ND
9/24/2001 S-Well <10 <50 <10 <1 <1 <1 <1 <1 ND
Note: TPH = Total Petroleum Hydrocarbons, mo = motor oil, g = gasoline, d = diesel, MTBE = Methyl-t-butylether,
ppb = pads per billion (ug/I), ppm = pads per million (ug/I), VOC's = Volatile Organic Compounds (EPA Method 8260B), ND = None Detected.
Page 1
I
I
I
I
I
I
I
I
I
I
i
I
I
I
I
I
I
TABLE 3
PHYSICAL PARAMETERS WHILE PURGING
COSTCO-Bakersfield
WELL
GR-Well
6" Diameter
280' Deep
TIME CONDUCTIVITY
(Minutes) TEMP. (C) (mOhms/cm) pH
5 23.7 0.407 8.83
15 23.3 0.405 8.78
25 23.3 0.403 8.54
35 23.4 0.404 8.51
45 23.4 0.404 8.51
55 23.6 0.404 8.51
65 23.6 0.403 8.4
75 23.3 0.4 8.37
85 23,3 0,393 8,41
90 23.3 0.397 8.42
Total Gallons Pu~ged = 165 gallons
WELL
M-Well
6" Diameter
280' Deep
TIME CONDUCTIVITY
(Minutes) TEMP. (C) (mOhms/cm) pH
10 23 0.449 8.38
20 23.1 0.449 8.37
30 23.2 0,448 8.4
40 23.1 0.443 8.42
50 23.1 0.441 8.41
60 23.2 0.441 8.37
Total Gallons Purged = 110 gallons
WELL
N-Well
16" Diameter
60' Deep
TIME CONDUCTIVITY
(Minutes) TEMP. (C) (mOhms/cm) pH
10 23.9 0,419 7.42
20 23.8 0.4 7.19
30 23.8 0,384 7.15
40 24 0,388 7.11
50 24 0,385 7.09
60 24 0,383 7.07
70 23.9 0.38 7.01
80 24 0.38 7.00
Total Gallons Purged = 150 gallons
YELL
;-Well
"Diameter
160' Deep
TIME CONDUCTIVITY
(Minutes) TEMP. (C) (mOhms/cm) pH
10 23.2 0.456 9.12
20 23.3 0.456 9.16
30 23.4 0.456 9.17
40 23.4 0.455 9.19
50 23.3 0.453 9.2
60 23.3 0.454 9.21
70 23.4 0.454 9.2
Total Gallons Purged = 150 gallons
Top ot
Depth To Casing
Water Elevation
(') (')
84.58 404.06
Top of
Depth To Casing
Water ( Elevation
') (')
79,54 405.04
Top of
Depth To Casing
Water ( Elevation
') (')
39.74 406.06
Top of
Depth To Casing
Water ( Elevation
') (')
39.74 406.06
Groundwater
Elevation (') Date
319.48 9/24/2001
Groundwater
Elevation (') Date
325.5 9/24/2001
G rou ndwater
Elevation (') Date
366.32 9/24/2001
Groundwater
Elevation (') Date
366.32 9/24/2001
MW-1 Dry ' 9/24/2001
MW-2 Dry 9/24/2001
MW-3 Dry 9/24/2001
;lNG,
INC.
I
I
Location Map
Sparks Estate & Adjacent Properties
2800 Standard St., 3650 and 3800 Rosedale Hwy.., Bakersfield, California
:. FIELD
N
PLATE 1
· .LOCATION MAP
..Sparks Estate & Adjacent Properties
2800 Standard St., 3650 and 3800 Rosedale Hwy.
Bakersfield, California
Asphalt &
Few Concrete
Piles
X
N ~ + I 0 0 0 0 00 ~,
0 0 0 0
* ~ ...................
~ , · · s~s . . , "~'~'~ ~1 ~1
r ~ · ' ~ '
' SPARKS ,
[ .. ' ~ ro..[~ ~ . _ X~
' ~ "t / ~ro~ ,,, ~' '1'
m / ' "~" ~' I I
, ~..... I:. ,~ ~, ~H.'~._,~._,:. ~l.~
.¢r%~5~ i ...... "~-/L' 1~ I
I ':~~.'. 'l i GLEN ';tY~t: :. : ' ~ --"--
I I I.' ' /I · I ROS[ ' .~.~H b.i~l F · WATER
~ ' PARC[L ...... ' -- --- ~ -- ~' "
i'.~o' ~ ' X ~ X ' ' i . I '
I I ~ "~'" '~ ' '
c ~'- ~ ~; ~ : ' ~...:~,,,,,~ .o~,,A.~,~r~ ~ ~'"~':~'~'0 0" }parks Prope~ a Adlacenl
~ , I % ' HOTEL ~/. PARCEL ~ , . o.-n,z .~) : ~U/U~I~
'N ,._1. ,,,~1 t I PARCEL T:~ ',01 ,
~. . 2, al l~,~ i '
. · ~.i
~~ ~ ~ ~ .. ~ · .
.... I ..... B:~: ,., + ,: .-~ : ..~,'?17-~~ ~J W,th Borings &Wells
~ · ,-:,~- "'" ' ; ~ ~1 ...... WI , ; ................
~ ~ J "~" "~ '"-" ~ ..... I o ~ ,oo ' Soils Engineering, Inc.
I ~.s ~ L
ROSED~ .IGHWAY 'Sample L~otion Map, 3/16~1
Asphalt &
Few Concrete
F .... ,.l,. ~'iZes 366.32'
-' '
N + 0 00000 I
I "-" Oooooo
1
~ ~ SPARKS I
SPARKS
~' / · , ~,' ~ ' ~e~ t .~ ~u ~ oz/.uo ~ .
' ~ ' I ' ~ ~ I ~ ~ .... C~
~,~~ 'T. :: ..~ E_ /f ' ',~ I
. ,~ , :.. ,. .r'. : ":' '~ ;' / ~ .'l ~ . I ~ .~us~. .. : '
' I ~"ll I I . : '/ ~ ' : / Ift~ I ~ I ~~ . L -- -- ~ 3~31~ ~ __'
~.:' I .: · ~ ,:: :.1 ~,-~.' 'k' I--~-- --~ .".: F . ~ ..., .~,~,~,,~, ",~',-~: ~ ~..:, .
~~.' I ' :' ?'GLEN' ' ' .... ~iC : ~ ~ ~W~ · ~' .' · .
[ ~fc p ~ /J I / PARCEL k ............ d Ii'VI *'.
.SU''I': ' " I c~r~ss ' ' ' I ' ~ ' ' ~ ; ..........
,"~¢ ' ' 'i ' X ' X · , , Water Level ,
- , . ~. ~ .-, · , ~ . ,.,,..~,. 366.32 _. ~Sporks ProDe~ D Ad/ocenl
' ' i - 1 ' · ': ~ ~*H ,~ ~evaclon ~ -- -- '
~1'" " F ql...319~4' SEATON. PARCEL" ... j . . ROSEDALE ..,.~f" ~k~
HOTEL ,
PLOT
P~N
m &~"~' ~l '~Cfl . . I PARCEL ,.~ ~alytlcal Results,
~ ~1 i ~ , In Water S~ les
~b :~ ~ :' I~nl ~. ,..,'~l m. b,.,~ P I WlthWaterElevatlons
We13 ' + ~* .--~ NDT~Hd & AnalWical Results 9/24/01
.... J · I I ~ -:~ ND T~o
~1 ~' ~' ~'~1 'Ii · · ~ Jl J' ~ '~so ~0~ j OUII~ EHglf 18e[lRg, IRC.
J .... .I ~..~.¢..~' ' _$~L_ :, ........ ~ · I ~t0~. s~L[ i. r~o Adapted From: ENSR Figure 3 BI ATE O
~oss~ .J6~.~f ~mple L~ation Map, 3/I 6¢1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
"0
"o
I'll
Z
X
I
I
I
I
I
I
!
I
APPENDIX A
Analytical Laboratory Reports
SOILS
ENGINEERING, INC.
! POSITIVE
i ~~ ,^~ s~v,c~
I
I
I
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield, CA
Attn: Robert Becker
Phone: (661) 332-5806
CERTIFICATE
93313
Fax: (661) 831-2111
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
OF ANALYSIS
1o/ot/o1
No. 9692
P.O. No. 9692
I
I
I
I
I
!
I
I
I
I
I
I
I
I
Sample#: 20011961-001
Received: 09/26/2001
Type: Water
LD.: GR-Well
TPH - Motor Oil
Surrogates
N-Tetracosane
TPH-Gasoline
Surrogates
Trifluorotoluene
-I'PH-Diesel
Surrogates
N-Tetracosane
Dichlorodifluoromethane
Chloromethane
Vinyl chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
Acetone
Carbon disulfide
1,1-Dichloroethene
Methylene chloride
trans- [,2-dichloroethene
1,1-Dichloroethane
Vinyl acetate
2,2-Dichloropropane
cis- 1, 2- Dichloroethene
Collector: Client Method: Via Fed Ex
Sampling Date/Time: 09/24/2001 2:45:00 PM
Prep Date: 09/27/2001 Analysis Date: 09/28/2001
EPA 3550B EPA 8015B ND
EPA 3550B EPA 8015B
EPA 3550B EPA 8015B 94
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 5030B EPA 8015B 53
EPA 5030B EPA 8015B *
EPA 5030B EPA 8015B 92
Prep Date: 09/27/2001 Analysis Date: 09/28/2001
EPA 3510C EPA 8015B ND
EPA 3510C EPA 8015B *
EPA 3510C EPA 8015B 94
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 5030B EPA 8260B
EPA5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8250B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
1
...... .,R,,e.~,!K ........... U,ni,t, ........
mg/I 10
Percent
ug/I 50
Percent
mg/I 1
Percent
ND ug/I 1
ND ug/I 1
· ND ug/l 0.5
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 10
ND ug/I 5
ND ug/I 2.5
ND ug/I 1
ND ug/I 1
ND ug/I 5
ND ug/I 1
ND ' ug/I 1
20011961-001
I P S iTIVE
i; ERVICE
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
i
I
Soils Engineering Znc.
File# 73443
4400 Yeager Way
Bakersfield, CA
Attn: Robert Becker
Phone: (661) 332-S806
2-Butanone
Bromochloromethane
Chloroform
1,1,1 -Trichloroethane
Carbon tetrachloride
1,1-Dichloropropene
Benzene
1,2-Dichloroethane
Trichloroethene
[,2-Dichloropropane
Dibromomethane
Bromodich[oromethane
2-Chloroethylvinyl ether'
cis- 1,3-Dichloropropene
4-Hethyl-2-pentanone
Toluene
trans- 1,3-dichloropropene
1,1,2-Trichloroethane
Tetrachloroethene
1,3-Dichloropropane
2-Hexanone
Dibromochloromethane
1,2-Dibromome~hane
Chlorobenzene
1,1,1,2,-Tetrachloroethane
Ethyl benzene
Para and Hera Xylenes
o-Xylene
Styrene
Bromoform
Isopropylbenzene
Bromobenzene
1,1, 2,2-Tetrachloroethane
CERTIFICATE
93313
Fax: (661) 831-2111
EPA 5030B
EPA 5030B
EPA 5030B
EPA $030B
EPA S030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA S030B
EPA 5030B
EPA S030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA S030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA 5030B
EPA S030B
EPA 5030B
EPA 5030B
EPA s030B
EPA $030B
OF ANALYSZS
No. 9692
P.O. No. 9692
EPA 8260B
EPA 8260B
EPa 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA 8260B
EPA8260B
EPA8260B
EPA 8260B
EPA 8260B
EPA8260B
EPA8260B
EPA 8260B
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
· ND
ND
ND
ND
ND
ND
ND
10/01/01
ug/I 5
ug/I 1
ug/I 1
ug/I 1
ug/I 0.5
ug/I 1
ug/I 1
ug/I 0.5
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 5
ug/I 1
ug/I 5
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 5
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
ug/I 1
20011961-001
I POSITIVE
I LAB SERVICE
I
I
I
Soils Engineering Znc.
File# 73443
4400 Yeager Way
Bakersfield, CA
Attn: Robert Becker
Phone: (661) 332-S806
CERTIFICATE
93313
Fax: (661) 831-2111
I
I
I
I
I
I
I'
I
I
I
I
1,2,3-Trichloropropane
N-Propylbenzene
2-Chlorotoluene
4-Chlorotoluene
1,3,5-Trimethylbenzene
tert-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
1,3-Dichlorobenzene
4-]sopropyl toluene
].,4-Dichlorobenzene
1,2-Dichlorobenzene
n-Butylbenzene
1,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Hexachlorobutadiene
Naphthalene
1,2,3-Trichlorobenzene
PfTBE
:~,4-Dioxane
tert-Butyl alcohol
Di-isopropyl ether
ter~- Butyl ethyl ether
tert-Amyl methyl ether
Surrogates
Dibromofluoromethane
Toluene D-8
4-Bromofluorobenzene
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA S030B EPA 8260B
EPA S030B EPA 8260B
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
OF ANALYSIS
No. 9692
P.O. No. 9692
10101101
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
· ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND ug/I
ND
ND Percent
ND Percent
ND Percent
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
10
5
1
1
1
20011961-001
I
I
POSITIVE
LAB SERVICE
781
East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
I
I
I
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield, CA
Attn: Robert Becker
Phone: (661) 332-5806
CERTIFICATE
OF ANALYSIS
No. 9692
93313 P.O. No. 9692
Fax: (661) 831-2111
10101101
I
I
I
I
I
I
I
I
I
I
I
I
I
Sample#: 20011961-002
Received: 09/26/2001
Type: Water
I.D.: M-Well
Collector: Client Method: Via Fed Ex
Sampling Date/Time: 09/24/2001 3:30:00 PM
.. ~Ra,r,a:.m. ,,e,.t~r, ........................ R r, epJYAs:t..H,,e:!;h
Prep Date: 09/27/2001 Analysis Date: 09/28/2001
TPH - Motor Oil EPA 35508 EPA 80158 ND
Surrogates EPA 35508 EPA 80158
N-Tetracosane EPA 35508 EPA 80158 109
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
tPh-Gasoline EPA 50308 EPA 80158 58
Surrogates EPA 50308' EPA 80158
Trifluorotoluene EPA 50308 EPA 80158 92
?rep Date: 09/27/2001 Analysis Date: 09/28/2001
TPH-Diesel EPA 3510C EPA 80158 ND
Surrogates EPA 3510C EPA 80158
N-Tetracosane EPA 3510C EPA 80158 109
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
Dichlorodifluoromethane EPA 50308 EPA 82608 ND
Chloromethane EPA 50308 EPA 82608 · ND
Vinyl chloride EPA 50308 EPA 82608 ND
Bromomethane EPA 50308 EPA 82608 ND
Chloroethane EPA 50308 EPA 82608 ND
Trichlorofluoromethane EPA 50308 EPA 82608 ND
Acetone EPA 50308 EPA 82608 ND
Carbon disulfide EPA 50308 EPA 82608 ND
1, l-Dichloroethene EPA 50308 EPA 82608 ND
Methylene chloride EPA 50308 EPA 82608 ND
trans-l,2-dichloroethene EPA 50308 EPA 82608 ND
1,1-Dichloroethane EPA 50308 EPA 82608 ND
Vinyl acetate EPA 50308 EPA 82608 ND
2,2-Dichloropropane EPA 50308 EPA 82608 ND
cis-l,2-Dichloroethene EPA 50308 EPA 82608. ND
4
mg/I 10
Percent
ug/I 50
Percent
mg/I 1
Percent
ug/I 1
ug/I 1
ug/I · 0.5
ug/I 1
ug/I 1
ug/I 1
ug/I 10
ug/I 5
ug/I 1
ug/I 2.5
ug/I 1
ug/I 1
ug/I 5
ug/I 1
ug/I 1
2001196:1.-002
, POS,T V
I LAB SERVICE
781
East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
I
I
i
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield, CA
At'tn: Robert Becker
Phone: (661) 332-5806
CERTIFICATE
93313
Fax: (661) 831-2111
OF ANALYSIS
No. 9692
P.O. No. 9692
10/01/01
I
I
I
I
I
I
I
I
I
I
I
I
I
2-Butanone
Bromochloromethane
Chloroform
1,1, l-Trichloroethane
Carbon tetrachloride
1,1-Dichloropropene
Benzene
1,2-Dichloroethane
Trichloroethene
[,2-Dichloropropane
Dibromome~hane
Bromodichloromethane
2-Chloroe~hylvinyl ether
cis- 1,3-Dichloropropene
4-Hethyl-2-pentanone
Toluene
~rans- 1,3-dichloropropene
1,1,2-Trichloroethane
Tetrachloroe~hene
1,3-Dichloropropane
2-Hexanone
Dibromochloromethane
Z,2-Dibromomel:hane
Chlorobenzene
1,1,1,2,-Tetrachloroethane
Ethyl benzene
Para and Meta X¥1enes
o-Xylene
Sb/rene
Bromoform
]~sopropylbenzene
Bmmobenzene
1,1,2,2-Tetrachloroethane
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPa 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8~60B
EPA S030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA S030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA S030B EPA 8260B
EPA s030B EPA 8260B
EPA S030B EPA 8260B
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
· ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
20011961-002
5
1
1
1
0.5
1
1
0.5
1
1
1
1
5
1
5
1
1
1
1
1
5
1
1
1
1
1
1
1
1
1
1
1
1
I
I
!
I
!
I
I
!
I
I
I
I
I
I
i
I
I
I
I
POSITIVE
Soils Engineering :[nc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
At-tn: Robert Becket
Phone: (661) 332-5806
1,2,3-Trichloropropane
N-Propylbenzene
2-Chlorotoluene
4-Chlorotoluene
[,3,5-Trimethylbenzene
tert-Butylbenzene
1,2,~Trimethylbenzene
sec-Butylbenzene
1,3-Dichlorobenzene
4-Isopropyl toluene
1,~Dichlorobenzene
1,2-Dichlorobenzene
n-Butylbenzene
~.,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Hexachlorobutadiene
Naphthalene
1,2,3-Trichlorobenzene
MTBE
1,4-Dioxane
tert-Butyl alcohol
Di-isopropyl ether
tert- Butyl ethyl ether
tert-Amyl methyl ether
Surrogates
Dibromofluoromethane
Toluene D-8
4-Bromofluorobenzene
CERTIFICATE
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
OF ANALYSIS
No. 9692
93313 P.O. No. 9692
10/01/01
Fax: (661) 831-2111
EPA5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B 'EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8250B ND ug/l 1
EPA 5030B EPA 8250B ND ug/I 1
EPA 5030B EPA 8250B ND ug/I 1
EPA 5030B EPA 8250B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA8250B . ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA5030B EPA 8260B ND ug/I 1
EPA S030B EPA 8260B ND ug/I 1
EPA5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA S030B EPA 8260B ND ug/I 10
EPA 5030B EPA 8260B ND ug/I 5
EPA S030B EPA8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B [14 Percent
EPA 5030B EPA 8260B 95 Percent
EPA 5030B EPA 8260B 88 Pe~ent
20011961-002
, Pos, v
I LAB SERVICE
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
I
I
I
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
Attn: Robert Becker
Phone: (661) 332-S806
CERTIFICATE
OF ANALYSIS
No. 9692
93313 P.O. No. 9692
Fax: (661) 831-2111
10/01/01
I
I
Sample#: 20011961-003
Received: 09/26/2001
Type: Water
I.D.: N-Well
Collector: Client Method: Via Fed Ex
Sampling Date/Time: 09/24/2001 4:15:00
I
I
I
!
I
I
I
I
I
I
I
TPH - Motor Oil
Surrogates
N-Tetracosane
TPH-Gasoline
Surrogates
Trifluorotoluene
'1'PH-Diesel
Surrogates
N-Tetracosane
Dichlorodifl uoromethane
Chloromethane
Vinyl chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
Acetone
Carbon disulfide
!, t-Dichloroethene
Methylene chloride
trans- 1,2-dichloroethene
1,1-Dichloroethane
Vinyl acetate
2,2-Dichloropropane
cis- t,2-Dichloroethene
Prep Date: 09/27/2001 Analysis Date: 09/28/2001
EPA 3550B EPA 8015B ND mg/L 10
EPA 3550B EPA 8015B
EPA 3550B EPA 8015B 108 Percent
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 5030B EPA 8015B ND ug/I 50
EPA 5030B EPA 8015B
EPA 5030B EPA 8015B 91 Percent
Prep Date: 09/27/2001 Analysis Date: 09/28/2001
EPA 3510C EPA 8015B ND mg/I 1
EPA 3510C EPA 8015B *
EPA 3510C EPA 8015B 108 Percent
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 5030B EPA 8260B . ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 0.5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 10
EPA 5030B EPA 8260B ND ug/I 5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 2,5
EPA 503013 EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
7 20011961-003
I ITiYE
~ ERVICE
781
East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
!
I
I
Soils Engineering Znc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
Attn: Robert Becker
Phone: (661) 332-5806
CERTI'FZCATE
93313
Fax: (661) 831-2111
OF ANALYS'rS
No. 9692
P.O. No. 9692
10101101
I
!
I
I
I
!
I
I
I
I
I
!
I
I
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon tetrachloride
1,1-Dichloropropene
Benzene
1,2IDiChloroethane
Trichloroethene
1,2IDiChloropropane
Dibromomethane
Bromodichloromethane
2-Chloroethylvinyl ether
cis- 1,3-Dichloropropene
4-Hethyl-2-pentanone
Toluene
trans- 1,3-dichloropropene
1, [,2-Trichloroethane
Tetrachloroethene
1,3-Dichloropropane
2-Hexanone
Dibromochloromethane
1,2-Dibromomethane
Chlorobenzene
1,1,1,2,-Tetrachloroethane
Ethyl benzene
Para and Meta Xylenes
o-Xylene
Styrene
Bromoform
[sopropylbenzene
Bromobenzene
It 1,2,2-Tetrachloroethane
EPA 5030B EPA 8260B ND ug/I 5
EPA 5030B EPA 8260B ND ug/I
EPA 5030B EPA 82608 ND ug/I
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 0.5
EPA 5030B EPA 8260B ND ug/I
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 0.5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA'8260B ND ug/I 1
EPA 5030B EpA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
20011961-003
! POSITIVE
I ~'~' LAB SERVICE
I
I
I
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
Attn: Robert Becker
Phone: (661) 332-5806
CERTI'FI'CATE
93313
Fax: (661) 831-2111
I
i
I
I
I
I
I
I
I
I
I
1,2,3-Trichloropropane
N-Propylbenzene
2-Chlorotoluene
4-Chlorotoluene
1,3,5-Trimethylbenzene
tert-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
1,3-Dichlorobenzene
4-Isopropyl toluene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
n-Butylbenzene
1,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Hexachlorobutadiene
Naphthalene
1, 2, 3-Trichlorobenzene
HTBE
1,4-Dioxane
tert-Butyl alcohol
Di-isopropyl ether
tert- Butyl ethyl ether
tert-Amyl methyl ether
Surrogates
Dibromofluoromethane
Toluene D-8
4-Bromofluorobenzene
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 826~B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA $030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA S030B EPA 8260B
EPA5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA S030B EPA 8260B
EPA 5030B EPA8260B
EPA S030B EPA 8260B
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
OF ANALYSTS
101011o1
No. 9692
P.O. No. 9692
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/l 1
ND ug/I 1
ND ug/I 1
ND ug/l 1
· ND ug/I 1
ND ug/l 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 10
ND ug/I 5
ND ug/I 1
ND ug/I 1
ND ug/I 1
112 Percent
96 Percent
89 Percent
20011961-003
! POSITIVE
781
East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
!
I
I
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
Attn: Robert Becker
Phone: (661) 332-5806
CERTIFICATE
OF ANALYSTS
No. 9692
93313 P.O. No. 9692
Fax: (661) 831-2111
10/01/01
I
I
I
I
I
!
i
I
I
I
I
I
I
I
Sample#: 20011961-004
Received: 09/26/2001
Type: Water
I.D.: S-Well
TPH - Motor Oil
Surrogates
N-Tetracosane
TPH-Gasoline
Surrogates
Trifluorotoluene
TPH-Diesel
Surrogates
N-Tetracosane
Collector: Client .Method: Via Fed Ex
Sampling Date/Time: 09/24/2001 4:45:00 PM
Prep Date: 09/27/2001 Analysis Date: 09/28/2001
EPA 35508 EPA 80158 ND
EPA 35508 EPA 80158 *
EPA 35508 EPA 80158 108
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 5030B EPA 8015B ND
EPA 50308 EPA 80158 *
EPA 50308 EPA 80158 92
Prep Date: 09/27/2001 Analysis Date: 09/28/2001
EPA 3510C EPA 80158 ND
EPA 3510C EPA 80158 *
EPA 3510C EPA 80158 122
Prep Bate: 09/27/2001 Analysis Bate: 09/27/2001
Dichlorodifluoromethane EPA 50308 EPA 82608 ND
Chloromethane EPA 50308 EPA 82608 ND
Vinyl chloride EPA 50308 EPA 82608 ND
Bromomethane EPA 50308 EPA 82608 ND
Chloroethane EPA 50308 EPA 82608 ND
Trichlorofluoromethane EPA 50308 EPA 82608 ND
Acetone EPA 50308 EPA 82608 ND
Carbon disulfide EPA 50308 EPA 82608 ND
1,1-Dichloroethene EPA 50308 EPA 82608 ND
Methylene chloride EPA 50308 EPA 82608 ND
trans-l,2-dichloroethene EPA 50308 EPA 82608 ND
1, l-Dichloroethane EPA 50308 EPA 82608 ND
Vinyl acetate EPA 50308 EPA 82608 ND
2,2-Dichloropropane EPA 50308 EPA 82608 ND
cis-l,2-Dichloroethene EPA 50308 EPA 82608 . ND
10
mg/I 10
Percent
ug/I 50
Percent
mg/I 1
Percent
ug/I 1
ug/I 1
ug/I '0.5
ug/I 1
ug/I 1
ug/I 1
ug/I 10
ug/I 5
ug/I 1
ug/I 2.5
ug/I 1
ug/I 1
ug/I 5
ug/I 1
ug/I 1
20011961-004
!
I
POSITIVE
LAB SERVICE
781
East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (21'3) 745-6372
I
I
I
Soils Engineering Znc,
File# 73443
4400 Yeager Way
Bakersfield~ CA
Attn: Robert Becker
Phone: (661) 332-S806
CERTIFICATE
93313
Fax: (661) 831-2111
OF ANALYSIS
No. 9692
P.O. No. 9692
10101101
I
I
!
I
I
'1
I
I
I
I
!
I
i
2-Butanone
Bromochloromethane
Chloroform
t, t, 1-Trichloroethane
Carbon tetrachloride
1,1-Dichloropropene
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Oibromomethane
Bromodichloromethane
2-Chloroethylvinyl ether'
tis- 1,3-Dichloropropene
4-Methyl-2-pentanone
Toluene
trans- 1,3-dichloropropene
:]., 1,2-Trichloroethane
Tetrachloroethene
1,3-Dichloropropane
2-Hexanone
Dibromochloromethane
1,2-Dibromomethane
Chlorobenzene
!, 1,1,2,-Tetrachloroethane
Ethyl benzene
Para and Meta Xylenes
o-Xylene
Styrene
Bromoform
]sopropylbenzene
Bromobenzene
~ , l , 2 , 2-Tetrachl oroethane
EPA 50308 EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA S030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA S030B EPA 8260B
EPA 5030B EPA 8260B
EPA S030B EPA 8260B
EPA 5030B EPA 8260B
11
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
ug/I
20011961-004
5
1
1
1
0.5
1
1
0.5
1
1
1
1
5
1
5
1
1
1
1
1
5
1
1
1
1
1
1
1
1
1
1
1
1
I SERVICE
I
I
l
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield, CA
Attn: Robert Becker
Phone: (661) 332-5806
CERTTFI'CATE
93313
Fax: (661) 831-2111
I
I
I
I
I
I
i
I
i
I
I
1,2,3-Trichloropropane
N-Propylbenzene
2-Chlorotoluene
~FChlorotoluene
1,3,5-Tdmethylbenzene
tert-Butylbenzene
1,2,4-Trimethylbenzene
sec-Butylbenzene
1,3-Dichlorobenzene
4-[sopropyl toluene
1,4-Dichlorobenzene
[,2-Dichlorobenzene
n-Butylbenzene
z,2-Dibromo-3-chloropropane
1,2,4-Trichlorobenzene
Hexachlorobutadiene
Naphthalene
1,2,3-Trichlorobenzene
IVm3E
!,4-Dioxane
tert-Butyl alcohol
Di-isopropyl ether
tert- Butyl ethyl ether
tert-Amyl methyl ether
Surrogates
Dibromofluoromethane
Toluene D-8
4-Bromofluorobenzene
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
OF ANALYSTS
No. 9692
P.O. No. 9692
10101101
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/l 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/l 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/l 1
EPA 5030B EPA8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA5030B EPA8260B ND ug/l 1
EPA 5030B EPA8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 10
EPA S030B EPA 8260B ND ug/t 5
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B
EPA S030B EPA 8260B 111 Percent
EPA S030B EPA8260B 95 Percent
EPA S030B EPA 8260B 89 Percent
12
20011961-004
I
!
nPOSITIVE
LAB SERVICE
781
East WashingtOn Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
I
I
I
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
Attn: Robert Becker
Phone: (661) 332-S806
CERTTFTCATE
93313
Fax: (661) 831-2111
OF ANALYSIS
No. 9692
P.O. No. 9692
10/01/01
I
I
I
I
I
I
I
!
I
I
I
i
I
Sample#: 20011961-005
Received: 09/26/2001
Type: Water
I.D.: Method Blank
'I'PH - Motor Oil
Surrogates
N-Tetracosane
TPH-Gasoline
Surrogates
Trifluorotoluene
TPH-Diesel
Surrogates
N-Tetracosane
Dichlorodifluoromethane
Chloromethane
Vinyl chloride
Bromomethane
Chloroethane
Trichlorofluoromethane
Acetone
Carbon disulfide
1, l-Dichloroethene
Methylene chloride
trans- 1,2-dichloroethene
1, !-Dichloroethane
Vinyl acetate
2,2-Dichloropropane
tis- 1,2-Dichloroethene
Collector:
Sampling Date/Time:
Method:
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 35508 EPA 80158 ND mg/I 10
EPA 35508 EPA 80158
EPA 35508 EPA 80158 92 Percent
Prep Date: 09/26/2001 Analysis Date: 09/26/2001
EPA 50308 EPA 80158 ND ug/I 50
EPA 50308 EPA 80158
EPA 50308 EPA 80158 90 Percent
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 3510C EPA 80155 ND mg/I 1
EPA 3510C EPA 80158 *
EPA 3510C EPA 80158 92 Percent
Prep Date: 09/27/2001 Analysis Date: 09/27/2001
EPA 50308 EPA 82608 ND ug/I 1
EPA 50308 EPA 82608 ND ug/I 1
EPA 50308 EPA 82608 ND ug/I "0.5
EPA 50308 EPA 82608 ND ug/l 1
EPA 50308 EPA 82608 ND ug/l 1
EPA 50308 EPA 82608 ND ug/I 1
EPA 50308 EPA 82608 ND ug/I 10
EPA 50308 EPA 82608 ND ug/I 5
EPA 5030B EPA 82608 ND ug/i
EPA 50308 EPA 82608 ND ug/I 2.5
EPA 50308 EPA 82608 ND ug/I 1
EPA 50308 EPA 82608 ND ug/l 1
EPA 50308 EPA 82608 ND ug/I 5
EPA 50308 EPA 82608 ND ug/I 1
EPA 50308 EPA 82608 ND ug/I 1
13
20011961-005
I ,4n POSITIVE
I I~!.V LAB SERVICE
m
CERTIFICATE
I
i
I
I
I
I
I
I
I
!
I
I
I
I
I
Soils Engineering [nc.
File# 73443
4400 Yeager Way
Bakersfield, CA
Attn: Robert Becker
Phone: (661) 332-5806
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon tetrachloride
1, l-Dichloropropene
Benzene
1,2-Dichloroethane
Trichloroethene
1,2-Dichloropropane
Dibromomethane
Bromodichloromethane
2-Chloroethylviny) ether
cis- 1,3-Dichloropropene
~-Hethyl-2-pentanone
Toluene
tFans- 1,3-dichloropFopene
1,1,2-Trichloroethane
letrachloroethene
1,3-Dichloropropane
2-Hexanone
DJbromochloromethane
1,2-Dibromomethane
Chlorobenzene
1,1,1,2,-TetrachloFoethane
Ethyl benzene
Para and Heta Xylenes
o-Xylene
Styrene ~'
BromofoFfiQ
Isopropylbenzene
Bromobenzene
1,1,2,2-Tetrachloroethane
93313
Fax: (661) 831-2111
EPA 5030B EPA 8260B
EPA $030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA8260B
EPA 5030B EPA8260B
EPA 5030B EPA8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B
EPA 50308 EPA8260B
EPA 50308 EPA 8260B
EPAS030B EPA8260B
EPA S030B EPA 8260B
EPA 5030B EPA8260B
m
781 East Washington Blvd., Los Angeles, CA 90021
.. (213) 745-5312 FAX (213) 745-6372
OF ANALYSIS
1o1o11o1
No. 9692
P.O. No. 9692
14
ND ug/I 5
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 0.5
ND ug/I 1
ND ug/I 1
ND ug/I 0.5
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 5
ND ug/I 1
ND ug/I 5
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I ., 5
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I 1
ND ug/I I
ND ug/I 1
ND ug/I 1
20011961-005
i
I
I
I
I
I
I
I
I
!
I
I
!
I
I
I
I
!
I
anPOSITIVE
~-~' LAB; SERVICE
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
Attn: Robert Becker
Phone: (661) 332-5806
~.,2,3-Trichloropropane
N-Propylbenzene
2-Chlorotoluene
4-Chlorotoluene
1,3,5-Trimethylbenzene
tert-Butylbenzene
1,2,q-Trimethylbenzene
sec-Butylbenzene
1,3-Dichlorobenzene
4-Isopropyl toluene
1,4-Dichlorobenzene
1,2-Dichlorobenzene
n-Butylbenzene
1,2-Dibromo-3-chloropropane
~,2,4-Trichlorobenzene
Hexachlorobutadiene
Naphthalene
1,2,3-Trichlorobenzene
NTBE
~,4-Dioxane
tert-Butyl alcohol
Di-isopropyl ether
tert- Butyl ethyl ether
tert-Amyl methyl ether
Surrogates
Dibromofluoromethane
Toluene D-8
4-Bromofluorobenzene
CERTIFICATE
93313
Fax: (661) 831-2111
EPA 5030B EPA
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
OF ANALYSIS
10101101
No. 9692
P.O. No. 9692
8260B ND ug/I 1
EPA5030B EPA8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA S030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA S030B EPA8260B ND ug/I 1
EPA 5030B EPA8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 10
EPA 5030B EPA 8260B ND ug/I 5
EPA 5030B EPA 8260B NO ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B ND ug/I 1
EPA 5030B EPA 8260B
EPA 5030B EPA 8260B 91 Percent
EPA 5030B EPA 8260B 94 Percent
EPA 5030B EPA 8260B 97 Pe~ent
15
20011961-005
! ,an POSITIVE
I ~~ LAB SERVICE
781 East WaShington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
i
CERTIFICATE OF ANALYSIS
I
I
'1
I
I
Soils Engineering Inc.
File# 73443
4400 Yeager Way
Bakersfield~ CA
At-tn: Robert Becker
Phone: (661) 332-5806
No. 9692
93313 P.O. No. 9692
Fax: (661) 831-2111
10101101
ND = Not Detected
NA = Not Applicable
PQL = Practical Quantitation Limit
Environmental Laboratory Accreditation Program Certificate No. 113 I, LACS D No. 10138
Any remaining sample(s) for testing will be disposed of 30 days from receipt date unless notified.
A~I4ze~ignatu re(s)
!
I
i
I
I
I
I
I
I
I
16
20011961-005
POSITIVE
LAB SERVICE
781
9/27/01
East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
I
I
I
QUALITY CONTROL DATA
CLIENT: Soils Engineering Icn. BATCH No: 12708260
REPORT NO: 20011961 DATE EXTRACTED: 09/27/01
MATRIX: Water DATE ANALYZED: 09/27/01
METHOD: EPA 8260B QC SAMPLE: 20011961-001
SAMPLE AMT AMT SPK REC
RESULTS SPIKED REC. % ACCEPT
PARAMETER UG/L UG/L UG/L REC 'RANGE (%) RPD
1,1 DICHLOROETHENE S 0 20 17.3 86%
DS 0 20 13.8 69% 37-150 23%
LCS 20 23.2 116% 72-142
BENZENE S 0 20 18.6 93%
DS 0 20 17.8 89% 50-141 4%
LCS 20 22.6 113% 75-134
TRICHLOROETHENE S 0 20 1871 91%
DS 0 20 16.9 85% 33-140 7%
LCS 20 22.1 110% 67-137
TOLUENE S 0 .20 17.3 87%
DS 0 20 15.6 78% 42-135 10%
LCS 20 22.1 -- 110% 63-134
CHLOROBENZENE S 0 20 18.9 94%
DS 0 20 18.0 90% 49-130 5%
LCS 20 24.4 122% 69-132
MTBE LCS 20 24.0 120% 77-138
TOLUENE D-8 (SURROGATE) S 0 10 9.7 97%
DS 0 10 9.5 95% 88-113 2%
LCS 10 9.4 94% 87-111
I
I
I
I
I
I
I
I
I
I
I
I
I
I
S: Spike
DS: Duplicate Spike
LCS: Laboratory Control Sample
LCSD: Laboratory Control Sample Duplicate
RPD: Relative Percent Difference
ND: None Detected
I POSITIVE
I ~~ ,^[~ s~v,c~
781
9128101
East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
QUALITY CONTROL DATA
I
I
I
I
CLIENT: Soils Engineering Inc.
REPORT NO: 20011961
MATRIX: Water
METHOD: EPA 8015B
BATCH No: 12708015
DATE EXTRACTED: 09/27/01
DATE ANALYZED: 09/27/01
QC SAMPLE: LCS12708015
AMT AMT SPK REC
SPIKED REC. % ACCEPT
PARAMETER MG/L MG/L REC RANGE (%) RPD
DIESEL LCS 8.32 8.30 100%
LCSD 8.32 7.7 92% 45-158 8%
n-TETRACOSANE (SURROGATE) LCS 0.625 0.63 101%
LCSD 0.625 0.57 91% 44-147 10%
I
I
I
I
I
I
I
I
I
I
I
S
DS
LCS
LCSD
RPD
ND
= Spike ,
= Duplicate Spike ..
= Laboratory Control Sample
= Laboratory Control Sample Duplicate
= Relative Percent Difference
= None Detected
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
~nPOSITIVE
~~' LAB SERVICE
10/1/01
781 East Washington Blvd., Los Angeles, CA 90021
(213) 745-5312 FAX (213) 745-6372
QUALITY CONTROL DATA
CLIENT: Soils Engineering Inc. BATCH No: 12698015
REPORT NO: 20011961 DATE EXTRACTED: 09/26/01
MATRIX: Water DATE ANALYZED: 09/26/01
METHOD: EPA 8015B QC SAMPLE: 20011961-003
SAMPLE AMT AMT SPK REC
RESULTS SPIKED REC. % ACCEPT
PARAMETER UGIL UGIL UGIL REC RANGE (%) RPD
GASOLINE S 0 455 438 96%
DS 0 455 519 114% 65-135 17%
LCS 910 916 101% 65-135
S = Spike
DS = Duplicate Spike ..
LCS =Laboratory Control Sample .-
LCSD =Laboratory Control Sample Duplicate
RPD = Relative Percent Difference
ND = None Detected
:' LAB SE VICE (213) 745-5312. FAX(213) 745-6072 , LoG BOOK NO~Oq 1'~ DATE: '~//7~""/0'/ PAGF_ _OF__
· ~ FILE NO. LAB NO. 'Z~3(~)I~ tc~[('O'~
COOLER TEMP:
~ .
TAT (Analgical 'tU;h Around Time) 0 = Same Day; 1 = 24 Hour;, 2 = 48 Hour;· (Etc.) N = NORM c '"~-'.; : ' .... "
CONTAINER TyPES:.' B = Brass, G= Glass, P= Plastic, V = VOA Vial, 0 = Olher:~;:t: :.~,.~
SAMPLE DATE . TIME . MATRIX CONTAINER ~, ,7....,; . SAMPLE CONDITION/-
No. SAMPLED.. SAMPLED SAMPLE-DESCRIPTION,~ .
5 WATER SO'C ~LUO~E Ol'"ERITAT ~. W"E COMMENTS:' . ',:.
additional
storage
time
isrequested
Rehnqu~sr~ed By~lS~gnat~re"and Printed Name} Received By: {Signature and Printed Namej '. · Date: ' Time: . . .... . ~ . ., .~..~., ~ -; ....~.
I
I
I
I
!1
I
,1
!
!
!
!
I
!
!
ill
Z
X
.,
-_
I
I
I
i
I
,I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SO ILS
APPENDIX B
Water Well & Monitoring Well Abandonment Permits
ENGINEERING, INC.
KERN COUNTY
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
2700 "M" STREET, SUITE 300
BAKERSFIELD, CA 93301
I
!
!
!
Application Date:
No. of Wells/Borings:
PTO No.:
Well No(s).:
APPLICATION AND I~ERMIT FOR MONITORING WELLS
License # ~d Type
Address
Drilling Method
Depth to groundwater: ~,.5'" '"7*"
GENERAL CONDITIONS OF THIS PERMIT FOR CONSTRUCTION:'
I. Well site approval is required before beginning any work related to well construction. It is unlawful to continue work pas'
the stage at which an inspection is required unless inspection is waived or completed.
2. Other required inspections include: conductor casing, all annular seals, and final construction features.
3. A phone call to the Department office is required on the morning of the day that work is to commence and 24 hours befor,
the placement of any seals or plugs.
4. Construction under this Permit is subject to any ihstructions by Department representatives.
5. All wells constructed of PVC located at a contaminated site where degradation may occur must be destroyed after two year
or prove no degradation is occurring or has OCcurred.
6. Any misrepresentation or noncompliance with required Permit Conditions or Ordinance will result in issuance of a "STOl
WORK ORDER."
7. A copy of the Department of Water Resources Driller's Report, as well as copies of logs, water quality analyses, and ;{:
builts of wells must be submitted to the Environmental Health Services Department within 14 days after completion of ¢
work.
GENERAL CONDITIONS OF THIS PERMIT FOR DESTRUCTION:
1. A well destruction application must be filed with this Department if a well is being destroyed that is no__!t in conjunctic
with a test hole permit.
2. Destruction procedures must be followed as per UT-50.
3. Placement of the seal must be witnessed by a representative of this Department. Twenty-four-hour advanced notice
required for an appointment.
SPECIAL CONDITIONS:
THIS APPLICA~'ON BECOMES A PERMIT WHEN APPROVED
This application is to: [] Construct [] Modify ~Destroy
Type of well/boring El Groundwater [] Cathodic Protection l-I Test Hole El Other
i,.; ?.:..?:.,,..?..:...;, ;. .,::,... . .. ..., ......... :....::::.,:..?..::,:...?:.:...:..:~ ........... ? ........... ...:::,:.!.,..;.,,..,....?,.:.,..,.....:,.:~ :..:..:.,~.:.:.:,;.; ......... ~., ......... ~:....:,~...,..~..:..,..~,..:r;...,..,:.:,_.,-;.~...,...~ ....... ,,.,.,~..:.:~,?~..:.:,::.?:?:,....::,
' ...... .
]l,,C,o, . one ....... ..,.
:~?.:.:~s~.*.~.*.`..~NTR~.~T~R~.~$~:~NF~.~Q~.~:.:a~.~:`~.~:`.:;:~`~.;~5 Drilling Contractor ~.4,,~ '
~,:::'-::-'.-::.,..'-*'-;~::::::~;.'~,~.:~ ........................................ ::.:-..',,:.:..--:'-.:.;:-': ........... ',:-.'.: ........................ ;::;:.:::.~-,,.:.?-'...:"."-:-'..'"?~ ........... ._~'o } CS t~ ~'t eev' t ~,~ .
WELl' CONSTRUCTION .IN
GROUND ELEVATION (IF ~O~ ~O~ ~ -- ~
BO~HOLE D~R ~ $ ~ '
CAS~G-~S~E D~TER
CAS~G ~~L & GAUGE
SC~EN ~TE~L ~ GAUGE
T~E OF BENTON~E PLUG ~ DEPTH
A~US SE~ ~ DEP~
F~K PACK ~TE~ a SIZE
SC~EN SLOT S~E & LENG~ 1
SEALA~ PLACE~NT ~OD
LOC~G ~LL CAP
FACILITY PLOT PLAN Prov{de a descHotion of ~e faeiH~ to be monitored, including: Iocaflon of
monitoring and placement, nearest street or intersection, location of My water wells or surface wat~
within $00' radiua of facility; please attach.
ZONE OF INFLUENCE Information on zone of influence, such as mathematical calculations or field test data, may be required
VADOSE ZONE WELLS upon review of the application.
WELL DESTRUCTION INFORMATION ~
!CASING MATERIAL ~7 ~C [ il ~ [
, . ~"' z ~
SEALANT PLACE~NT METHOD ..~ 3 ~ '..~. ~ .... ~
DESC~E DESTRUCTION PR~ED~: ~; / { ~o n ~ ' _
I
I have read and agree to comply with the general conditions noted Thi~.ermit must be_ signed by either the contractor or await.
,".
Owner's Signature Date Contractor's Signatm'e~/ Dar
Approved By: Total Fee Paid On
Issue Date: Receipt # Cash.
Permit Expiration Date: Work Order #
THIS APPLICATION BECOMES A PERMIT WHEN APPROVED
ch
Check
I
B-25 ·
Former Oil Sump A~
T2
' ~ ~' Dirt
U
Dirt
Weeds
Suspected Former AG'[. Area
T3
Electrical Canopy
& Telep. hone Box .... _Oil Change/
B 26 0 ~ I-ue[ u~spensers. , /rou,gn
[ ,,~;;=:f:=:=:=:~ ~,"~1__.1',] l,,','Building,;,[,~
9-29 (MV-~-~ ',~ t,;;;,;,?;,,?'[,1 I,'1
.............. B-27 :,~,,:,,;,,;,,:,,"
4 Underground TRICO #1 SepticTank B-1..2~
Storage Tanks Former Oil Well
(2.-8K, 2-10K) ' Waste Oil Tan~k
1,000 gallon
eB-3
Storage
.~~8 (MW-l)
T6
PARCEL 12 ~
Suspected Former AGT Area~ T5
I
Mobile Office Trailer
Drain
El-- Office
.._Clarifier & Dry
~__~~ ~0~MW-3)'
South Water Well
0
Approx. Scale 1'=75'
Sump
~ Assessment Trench
Former Oil Well
Q Contaminated Soil
_~To be Removed
Monitoring well
· Soil Boring
SOILS ENGINEERING, INC.
4700 District Blvd.
Bakersfield, CA 93313
PROJECT NUMBER: 97-8384
PLATE
PARCEL 12
2800 Standard St gA
Bakersfield, CA.
Plot Plan
IENVIRONMENTAL HEALTH SERVICES DEPA RESOURCE MANAGEMENT AGENCY
I STEVE McCALLEY, R.E.H.S., DAVID PRICE III, DIRECTOR
Director
RMA
m 2700 "M" STREET, SUITE 300 Community Development Program Department
BAKERSFIELD, CA 93301-2370 Englneering & Survey Services Department
· Voice: (661) 862-8700
· Fax: (661) 862-8701 Environmental Health Services Department
TrY Relay: (800) 735-2929 Planning Department
e-mail: eh~co, kern. ca. us Roads Department
I October 1,2001
I Costco Wholesale
c/o Mulvanny G2 Architecture
1110 - 112th Ave. NE, Suite 500
i Bellevue, WA 98004
Ladies and Gentlemen:
I This is to advise you that your applications for permits to destroy three domestic wells and one
iagricultural well have been received and reviewed. The wells will be located as follows:
~ Permit No. APN Township, Range, Section
EH-997 332-152-12 T29S, R27E, Section 23-Q
i EH-998 332-152-40 T29S, R27E, Section 23-P
EH-999 332-152-41 T29S, R27E, Section 23-P
EH-1000 332-152-07 T29S, R27E, Section 23-P
iNo additional conditions will be required at this time.
Guidelines for proper destruction of your wells are outlined in the encloSure.
I If you have any questions about your wells, please contact our office at (661) 862-8700.'
I Sincerely,
I B~: Thomas ~ar~d~, R.E.H.S.
Environmental Health Specialist III
Water Quality Program
TH:jrw
Enclosure
ccl
Soils Engineering, Inc.
Files . EH-997, EH-998
EH-999, EH-1000
(watefihardy\eostco-w23 b)
~ern. county
~..nv£ronmental Health Services Dept.
'2700 "M" Street, Suite 300
Bakersfield, CA 93301
Phone (805) 869--8700
FAX (805} 862-8701
APPLICATION FOR PERMIT TO
I CONSTRUCT, RECONSTRUCT, DEEPEN OR DESTROY A WELL
z~p: ~_Z~/_~
Phone:
Zip:
I
'1
I
JOB SITE:
PROPERTY DESCRIPTION~
SXTE ADDRESS if available
DX~ZCTXONS to Well site:
T~q~ R ~'~6 Sec. ~3 40 Acre Sub.
Assessor's Parcel No.: ~_)'w ~ - ~ '~- ~
,
I
I
I
I
I
I
I
I
I
TYPE OF WORK TO BE DONE: (check one)
INTENDED USE~ ~ Domestic/private (1 connection)
[] Domestic/nonpublic (2-4 connections)
~ Domestic/public (5 or more conn.)
~ Agricultural
[] Test Hole
[] Monitoring
[] Cathodic Protection
[] Other
[] New Well
[] Reconstruction
[] Deepen
~'Destruction
CONSTRUCTION M~THOD: [] Reverse Rotary
[] Rotary
~ Air Rotary
[] Other
SEALING MATERIAL: (check one)
O.Neat Cement
~Cement Grout
'u Concrete
.O Other
GRAVEL PACK: (check one)
o Yea o No
From To Feet
~ CASING:
Diameter
Depth
Conductor Depth
Gauge/Wall
PROPOSED WR~3.
CONSTRUCTION (DEPTH)
PROPOSED PERFORATIONS
OR SCREEN~
Max. Feet' From To Feet
Min. Feet From To Feet
PENETRATES ~00RMORE
AQUIFERS
[] Yes C] No
W~ CONSTRUCTION
O~ DESTRUCTION
PROPOSED SEALS/PLU~S:
Annular
Other
PROPOSED W~ DESTRUCTION
Well Depth .~,¢i' ft
THIS APPLICATION BECOMES A PERMIT WItF~N APPROVED
GENERAL CONDITIONS:
1. Permit applications will be submitted to the Planning Department for zoning, access and flood plain-clearances prior to approval Of the
Environmental Health Services Dept. If you are drilling within city's limits, you will have to receive approval from their planning department. I
2, Permit applications must be submitted to the Environmental Health Services Department at least tan working days prior to the proposed
·
starting date.
3. Well site approval ia required before beginning any work related to well construction. It is unlawful to continue work past the stage at
which an inspection ia required unless inspection is waived or completed. · ·
4. Other required inspections include: setting conductor casing, E-logs, all annular seals, and final construction features. '
·
5. In areas where a well penetrates more than one aquifer, and one or more of the aquifers may contain water which is of a quality which
may degrade the other aquifer(s) penetrated if allowed to commingle, an E-log shall be required to determine the location of the confining
clay layer(s) and assist in the placement of any required annular seal(s). ·
6. A phone cell to the Department office is required on the morning of the day that work is to commence and 24 hours before the placementl
of any seals or plugs.
7. Approval of water quality and final construction features are required before the well is put into usa.
8. Construction under this Permit is subject to any instructions by Department representatives. []
9. Any misrepresentation or non-compliance with required Permit Conditions, or regulations, will result in issuance of a "Stop Work Order".
I
10. A copy of the Department of Water Resources Driller's Report and water quality analyses must be submitted to the Environmental Health
Services Department within 30 days after completion of the work.
11. "Dry" holes must be property destroyed within two (2) weeks of drilling. A well destruction application must be filed with thisDepartment.
12. The permit is void on the ninetieth (90) calendar day after date of issuance if work has not been started and reasonable progress tower
completion made. Fees are not refundable nor transferable.
13. Lead appurtenances shall not be used in construction of any private or'public water supply system. The uae of solders containing more
',than 2/10 of 1% lead ia prohibited in making joints and fitting~ in any private or public potable water system.
14. ' Permirtee shall assume.entire responsibility of all activities and uses under this Permit and shell indemnify, defend and save the Coun
of Kern and/or Kern County Water Agency, its officers, agents, and employees free and harmless from any and all expense, cost or liability'""
in connection with or resulting from the exercise of this Permit, including, but not limited to, property damage, personal injury, and wrongful
death. I
I certify that I am the owner of the above-described property, or the authorized representative of such owner, and the1
I furnished all of the above information and intend to construct/destroy the well as represented above. I understand
that all work is to be done in accordance with Kern County Ordinance Code Chapter 14.08 and Bulletin 74-81 and the~
conditions of the Permit Application including any conditions which may be added or changed by the Environmental
[]
Health Services Department upon review of this Application and issuance of the Permit. I further understand that any
permit' issued pursuant to this application is subject to such further conditions as may be deemed necessary to insurel
compliance with the pertinent regulations.
I
Owner's Drilling ~J ~'~--'0
Signature Date Contractor ate
INTERNAL USE ONLY
Permit ApDr(~v~{J: Total F~e: Oat~ Paid: []
Date: Re~eig~ # r~ (;{~sh a Check {//
Expiration Dat~: Fee Received by:
ZONING ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
Zone: E-Log Required: n Yes
Access Approved: a Yes a No
Flood Plan Approval Required: a Yes a No Gravel Chute Required: a Yes
a APPROVED a DISAPPROVED '"
.
BY:
DATE:
REASONS FOR DEN/AL OR CONDITIONS OF PERMIT:
TIHS APPLICATION BECOMES A PERMIT APPROVED
.i
I
I
I
!
I
I.
I
I
I
I
Kerr County
Environmental Health Services Dept.
~700 'H' Street, Suite 300
Bakersfield, CA 93301
Phone (805) 862-8700
FAX (sos) 862-87ol
Parcel Map/Tract
Parcel No.
Assessor's
LOCATION
Ae
Indicate below the exact location of well with respect to the folloWing items:
property lines, water bodies or courses, drainage patter~, roads, existing wells,
structurs, sewers or private disposal systems. Include dimensions.
I B.
LOCATION OF WELL WITHIN SECTION LINES--Locate well by measuring from proposed site in
relation to section lines or 1/2 section lines.
NO.
KiJ
O[ R
l- One Mile -- -t
Fence /" O '~ ~' ~ ~
~r_~.8 Fence~ :.~_. Dirt
Concrete' Foundations Asphalt & Concrete Piles~ N°~h Wa~er Wel Former Oil Sump
B-~5 Ei ~ctrical Fuel C~nopy ~
I ~ & Telephone Box Dispensers ~ n~rain '~
Former B-26 ~3~'[0 B~Sy , ~1 I
ove~round .................. ~ .......... ; ............. · 0 ~
I Pipeline PARCEL 39 ~ _
Drilling Su~ % 4 Undergroun
Di~ nk B-I~ ~ar~ier & D~ Well
I 931 ~ / TS[J ~2 Storage, Tan~. /~ P ....... ~.~ a-30 (MW-3)
F' I~> PARCEL 37 (2-8K, 2-10K' TRICO 'lwasm ~'11,000 gallon' an~'~eB.
el VaCant Fie T10 , Vacant Field __%itner
n Weeds ~ Tll Weeds PARCEL 12 ~ - ~.(B-28 (MW-l)
c ~ Bitner ~1 , F PARCEL 40 Mobile Office/ra;[~,
Stora~ Bldg5
el Former AGT e Weeds ~
Well Drums
O~ Sump
I ~L~7 ce South Water
/ B;1 ~alve Vault ~ See Plate 2A For More Detai~
' ' Concmt~Pad ~
~.~4 T~~-21 Water.
e~ 2,1 Mi lion Gall~r
B-20
Fence AGT
Hazardous Waste
Pamel 7 Parcel 8 Parcel 41
~ Former Maaco
31enn Rose ' ·
Engine Seaton Prope~
~ LEGEND ~
See Plate 4 For Detail ~ Former Oil Well
T
· e Soil Boring
L~ation
Soo Plato g For ~otail
~ MonoyMa~ ~pprox. Sealol' ~ 1SO~
SOILS ENGINEERING, INC.
4700 District Blvd.
Bakersfield, CA 93313
11/2/98
PROJECT NUMBER: 8'/33
Sparks Estate
Parcels 12, 37,38, 39, 40
BAKERSFILED CALIFORNIA
PLOT PLAN
PLATE
2
~ern County
I Env.'.ronmental Health Services Dept.
', ~700 "M" Street, Suite 300
Bakersfield, CA 93301
Phone (805) 862-8700
I FAX (805) 862-8701
APPLICATION FOR PERMIT TO
CONSTRUCT, RECONSTRUCT, DEEPEN OR DESTROY A WELL
/
Address: C~ty: Zip:
JOB SITE, T 26t5 R ~'~E Sec. ~ 40 Acre Sub.
i . . .
DX=cTxoss to well sit... ~001 /u' o.~ fo$~[~gx Ee~
I
I
I
I
I
I
I
I
I
I
TYPE OF WORK TO B~ DONE: (check one)
INTENDED USEI [] Domestic/private (1 connection)
[] Domestic/nonpublic (2-4 connections)
[] Domestic/public (5 or more conn.)
[] Agricultural
[] Teat Hole
[] Monitoring
[] Cathodic Protection
[] Other
[] New Well
[] Reconstruction
[] Deepen
~Destruction
CONS~'~UCTIONM]~THODI [] Reverse Rotary
~ Rotary
[] Air Rotary
[] Other
SEALINO MATERZALI (check one)
G. Neat Cement
'~Cement Grout
nU-Concrete
Other
OR~VI~ PACK~ (check one)
U Yes G NO
From To Feet
I~ CASINO ~
Diameter
Depth ~
Conductor Depth
Gauge/Wall
PROPOSED W~X~
CONSTRUCTION (DEPTH)
PROPOSED PERFORATIONS
OR SCREENI
Max. Fee~ ' From To Feet
Min. Feet From--To Feet
%,~,T~ CONSTRUCTION
O~ DESTRUCTION
PROPOSED SEALS/PLUOS:
PROPOSED ~DES~U~ION Well Depth ~ ft
THIS APPLICATION BECOMES A PERMIT WITEN APPROVED
GENERAL CONDITIONS:
1.
2.
3.
4.
5.
6o
8.
9.
10.
11.
12.
13.
14.
I certify that I am the owner of the above-described property, or the authorized representative of such owner, and that
I furnished all of the above information and intend to construct/destroy the well as represented above. I understand
that all work is to be done in accordance with Kern County Ordinance Code Chapter 14.08 and Bulletin 74-81 and the
conditions of the Permit Application including any conditions which may be added or changed by the Environmental
Health Services Department upon review of this Application and issuance of the Permit. I further understand that any
· permit issued pursuant to this application is subject to such further conditions as may be deemed necessary to insure
'
Permit applications will bo submitted to tho Planning Department for zoning, access and flood plain i:loarances prior to approval of tho
Environmental Health Services Dept. If you are drilling within city', limits, you will have to receive approval from their planning department.
Permit applications must 6o submitted to tho Environmental Health Services Department at least tan working days prior to tho proposed
starting date.
Well site approval is required before beginning any work related to well conetructlon. It is unlawful to continue work past the stage at
which an inspection ie required unless inspection is waived or completed.
Other required inspections include: setting conductor casing. E-log.. all annular .sale, and final construction features.
In area. where a well penetrates more than one aquifer, and one or more of the aquifer, may contain water which ia of a quality which
may degrade the other aquifer(a) penetrated if allowed to commingle, an E-log shall be required to determine the location of the confining
clay layer(si and assist in the placement of any required annular .esl(e).
A phone call to the Department office ia required on the morning of the day that work ia to commence and 24 hours before the placement
of any seal. or plugs.
Approval of water quality and final construction features are required before the well ia put into use.
Construction under this Permit ia subject to any instruction, by Department representatives.
Any misrepresentation or non-compliance with required Permit Conditions, or regulations, will result in issuance of a "Stop Work Order'.
A copy of the Department of Water Resources Driller's Report and water quality analyses must be submitted to the Environmental Health
SaUces Department within 30 day. after completion of the work.
'Dry" holes must be properly destroyed within two {2) week. of drilling. A well destruction application must be filed with this Department.
The perrr~t ia void on the ninetieth (90) calendar day after date of issuance if work has not been ,tarred and reasonable progress toward
completion made. Fees ara not refundable nor transferable.
, Lead appurtenances ahe~i not be used in construction of any private or public water supply system. The use of solders containing more
than 2110 of 1% lead ia prohibited in making joint, and fitting~ in any private or public potable water ay.tern.
· 'Permittee shall assume.entire responsibility of all activitie, and uae. under this Penmit and shall indemnify, defend and save the County
of Kern and/or Kern County Water Agency, its officer,, agents, and employees free and harrnlee, from any and all expense, coat or liability
in connection with or resulting from the exercise of this Permit, including, but not limited to, property damage, per,anal injury, end wrongful
death.
Drilling
Date Contractor
compliance with the pertinent regulations.
Owner's
Signature
INTERNAL USE ONLY
Permit Aporov. ed:
D.a. te:
·
Total Fag: Date Paid: ·
Receio~ # r~ C~sh r~ Check (# )
m
Fe~ Received by:
Expiration Date:
Zone:
ZONING
Access Approved: a Yes
Flood Plan Approval Required: a Yes
APPROVED
DISAPPROVED
BY:
DATE:
[3 No
[3 No
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
E-Log Required: r~ Yes [3 No
Gravel Chute Required: a Yes [3 No
REASONS FOR DENIAL OR CONDITIONS OF PERMIT:
THIS APPLICATION BECO1VIF. S A PERMIT WI-I'F N APPROVED
...., , Xern county
Env£ronmental Health Services Dept.
sewers or private disposal systems.
2700 "H" Street, Suite 300
Bakersfield, CA 93301
Phone (805) 862-8700
FAX (805) 862-8701
LOCATION
A. Indicate below the exact
property lines, water hod
structurs, se or priva
Parcel Hap/Trac=:
Parcel Ho.
A..e.sor's parcel
location
of
well
with
respect to the folloWing items=
bodies or courses, drainage pattern', roads, existing wells,
Include dLmensions.
'l
LOCATION OF WELL WITHIN SECTION LINES--Locate well by measuring from proposed si~e in
relation to section lines or 1/2 section lines.
I
I
I
I
I
I
D C
:G!H
i
Mae
I
'1
I
I
!
I
!
I
I'
I
...., , Xern county
Environmental Health Services Dept. Parce~ Map/Tract~
2700 "M" Street, Suite 300 . --
~.~o~::"~i~'.~-J0'0'°~ ..~.~ .o.. _
LOCATION .
A. Indicate below the exac~ location ofWe~l with reapect to the following items~
B.
LOCATION OF WELL WITHIN SECTION LINES--Locate well by measuring from proposed site in
relation to section lines or 1/2 section lines.
i
Di C'
E!F ~G~H
:. Se~ i
i No. I
M' L K'
i
: ', , ! ....
i i
N! !~
t- Oae Mile , ,-t
Seaton Property
Debris Pile
.~- Fence
/o
~ .Wator ~
WEEDS
Gas Meter _
:::L. ~-.,$.:l... ~ .e.n&9 ........
~-ormer
PARCEL 41 Hazardous Material
Storage Area
Hungry
Hunter
n Asphalt.
Cel B-l,' S, epticSystem
I ~oo/(~)Storm Drain
0 ~ '
I °L~ B-1.8..M'P.B~Formor Paint
I I;-;';';1','.'.','.'4 ~l~';'lBoothPad
I k',',,',r,"FIr:D-N{v-'~'~ I
WEEDS & DIRT I ^~,~-;,,;,[,;-~,,l~l~,,~r"l Former Dry Well
I ~-? .'..'h'..'.;.;..",t.,
I°k'~ Former ~'Floor Drains
I.Pl,;, Maaco ;';';1/
171'/~,'1,~, FIr-D-$ EJ',-,-~:~
I I i~,"*s/Y"SL*'",*' qr'.l~.Ot I-ence
Square Ma~lnetic Anomaly t ~ Asphalt
oPower Pole [ ' [ Concrete & Brick
ROSEDALE HIGHWAY
I
SOILS ENGINEERING, INC.
4700 District'Bivd.
Bakersfield, CA 93313
PROJECT NUMBER: 98-8733
· g
1 '=75'
Parcel 41 PLATE
Former Maaco& Vacant Lot
3650 Rosedale Hwy. & Lot West / i
Bakersfield, CA/... -
Plot Plan
Kern County O
Environmental Health Services Dept.
2700 "M" Street, Suite 300
Bakersfield, CA 93301
Phone (805) 862-8700 Permit #
FAX (805) 862-8701
APPLICATION FOR PERMIT T°
I CONSTRUCT, RECONSTRUCT, DEEPEN OR DESTROY A WELL
~n~ co.~cTo~, ~o ~' &~.~;.~e,..;,U, ., ~c. ~,o.., ~'d J3
SUBCONT~CTOR: ~d ~ Phone:
Add~ e z .~ C kty: Zip:
iPROPERTY DESCRIPTION, Assessor's Parcel No..~ 3 ~ ~ - / ~ ~ - i ~
si~ mD=SS if .vail-~le : .~'""ZyUO''-' ~ ";~:~'~'~'~ ~. ~ ~c~s:
DI~CTIONS to Well Site: ~'O~ 0,-t " ~ " '
I TYPE OF WORK TO BE DONg: (check one) [] New Well [] Deepen
I
I
I
I
I
I
I
I
I
INTENDED USEr [] Domestic/private(1 connection)
[] Domestic/nonpublic (2-4 connections)
[] Domestic/public (5 or more conn.)
[] Agricultural
[] Test Hole
[] Monitoring
[] Cathodic Protection
[] Other
[] Reconstruction
~Destruction
CONSTRUCTION METHODs D Reverse Rotary
D Rotary
~ Air Rotary
~ Other
SEALING MAT~RIAL~.I..I(~heck one) ORAVEL PACKs (check one)
D Neat Cement l'
Cement Grout D Yes G No
Concrete From To Feet
G Other
IM~e~D CASING~
T~
Diameter ~ *,
Depth /60 '
Conductor Depth
Gauge/Wall
PROPOSED WELL
CONSTRUCTION (DEPTH)
PROPOSED PERFORATIONS
OR SCREEN:
Max. Feet From To Feet
Min. Feet From To Feet
PENETRATKS TWO OR MORE
AgUIFERS
[] Yes [] No
W~rX. CONSTRUCTION
OR DESTRUCTION
PROPOSED SEALS/P~LUGS
Other 'F~o ~ ~-~ '~,e~
PROPOSE~ ~x. DE~ION Well Depth ~ ft
THIS APPLICATION BECOMES A PERMIT WI-W~N APPROVED
GENERAL CONDITIONS:
7.
8.
9.
10.
11.
12.
13.
14.
Permit applications will be submitted to the Planning Department for zoning, access and flood plain clearances prior to approval of the
Environmental Health Services Dept. If you are drilling within city's limits, you will have to receive approval from their planning department.
Permit applications must be submitted to the Environmental Health Services Department at least ten working days prior to the proposed
starting date.
Well site approval i8 required before beginning any work related to well construction. It is unlawful to continue work peat the stage at
which an inspection is required unless inspection is waived or completed. .
Other required inspections include: setting conductor casing, E-logs, all annular seals, and final construction features.
In areas where a well penetrates more than one aquifer, and one or more of the aquifers may contain water which is of a quality which
may degrade the other aquifer(s) penetrated if allowed to commingle, an E-log shall be required to determine the location of the confining
clay layer{s) and assist in the placement of any required annular seal(s).
A phone call to the Department office is required on the morning of the day that work ia to commence and 24 hours before the placement
of any seals or plugs. , -
Approval of water quality and final construction features are required before the well ia put into uae.
Construction under this Permit is subject to any instructions by Department representatives.
Any misrepresentation or non-compliance with required Permit Conditions, or regulations, will result in issuance of a "Stop Work Order'.
A copy of the Department of Water Resources Driller's Report and water quality analyses must be aubm!ttad to the Environmental Health
Ser'~4cee Department within 30 days after completion of the wor~.
'Dry' holes must be propady destroyed within two (2) weeks of drilling. A well destruction application must be filed with this Department.
The perrr~t is void on the ninetieth ($0) calendar day after date of issuance if work has not been started and reasonable progress toward
completion made. Fees. are not refundable nor transferable.
Lead appurtenances sha~l not be used in construction of any private or public water supply system. The use of solders containing more
than 2/10 of 1% lead is prohibited in making joints and fkting~ in any private or public potable water system.
Permit'tee shall assume.entire responsibility of all activities and usam under this Perrr~t and shall indemnify, defend and save the County
of Kern and/or Kern County Water Agency, its officer,, agents, and employees free and harrn~eas from any and all expense, cost or liability
in connection with or resulting from the exercise of this Permit, including, but not limited to, property damage, personal injury, and wrongful
death.
I certify that I am the owner of the above-described property, or the authorized representative of such owner, and that
I furnished all of the above information and intend to construct/destroy the well as represented above. I understand
that all work is to be done in accordance with Kern County Ordinance Code Chapter 14.08 and Bulletin 74-81 and the
conditions of the Permit Application including any conditions which may be added or changed by the Environmental
Health Services Department upon review of this Application and issuance of the Permit. I further understand that any
permit issued pursuant to this application is subject to such further conditions as may be deemed necessary to insure
compliance with the pertinent regulations.
Signature Date Contractor
INTERNAL USE ONLY
Permit Aoorqved:
Date:
Expiration Date:
Zone:
Yes o No
Yes [3 No
ZONING
Access Approved:
Flood Plan Approval Required:
BY:
DATE:
o APPROVED
o DISAPPROVED
To~l Fee: Date Paid:
Re~eii;>t # o (;;~sh
Fee Received by:
o Check (# )
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT
E-Log Required: o Yes
Gravel Chute Required: n Yes
REASONS FOR DENIAL OR CONDITIONS OF PERMIT:
THIS APPLICATION BECOM'F$ A PERS, HT WHEN APPROVED
... Xern County
Env£ronmen=a~ Health Services Dept.
I 2700 "H" Street, Suite 300
Bakersfield, CA 93301
Phone (805) 862-8700
I FAX (805) 862-8701
LOCATION
I A. Indicate below the exact location of well with
property lines, water bodies or courses, dra
structurs, sewers or private disposal systems. Include dimensions.
I .
I
Parcel Map/Tract:
respect to the following items:
drainage pattern', roads, existing wells,
I
I
I
I
I
i
I
I
i
I
I
Bo
LOCATION OF WELL WITHIN SECTION LINES--Locate well by measuring from proposed site in
relation to section lines or 1/2 section lines.
1 -, One MiJe -1
Former Oil Sump Area .... m T1
N
Suspected Former AGT. Area
T4' I.!i?!.i::~!:~:!!~:i::l- i::i:::i!i~:ii!iiiii~::iil
Dirt
~~~~ i Dirt T~
· Canopy
Electrical .....
& Telep. hone Box .... _~u ~n. ange/ Drain
,, ~ ~-uel u~spensers /roug~ / .
~-~ ~ ~ 7 t,,-.-.-.-.,,-~:'~,~ I
~'~ /t~,9~n~?t~.~l I
B-29(~W-~ ~ t~';'~'~'~'~';~l I~11 II
4 Und~r~round T~IOO~I S~pti~Tank D-l~ ~Well
(~.-SK, 2-10K) Wast~ Oil Ta~ ~-4 T
T6
· PAR C E L 12 I:~iiiiii::ii::!l lii::i;i:.::!i::!!l
Suspected Former AGT Area--~'~:.il
Mobile Office Trailer
1,000 gallon
· B-3
_(~B-28 (MW-l)
Weeds
~outh Water Well
/
Approx. Scale 1"=75'
Storage Bldg
Sump
Assessment Trench
+
Former Oil Well
Contaminated Soil
To be Removed
'~ Monitoring well
Soil Boring
SOILS ENGINEERING, INC.
4700 District Blvd.
Bakersfield, CA 93313
PROJECT NUMBER: 97-8384
PLATE
PARCEL 12
2800 Standard St 2A
Bakersfield, CA.
Plot Plan
~er~ County
Environmental He<h Services Dept.
2700 'M' street, Suite 300
Bakersfield, CA 93301
Phone (805) 862-8700
~FLICA~ON FOR FE~T TO
CONS~UCT, ~CONS~UCT, DEEPEN OR D~~OY A ~LL
DRILLING CONT~CTOR t
: /(,/6),'%/F_- Phone
SUBCONTRACTOR
IAddress: City, Zip:
I
I
I
I
I
I
I
,o. sITE, T ~q~< R ?~£ s.c. ~3 40 Act. sub.
PROPERTY DESCRIPTION, Assessor's Parcel No.: ~ ~ - /
~E OF WO~ ~ ~ ~= (check one)
IINTENDED USE:
[] Domestic/private (1 connection)
[] Domestic/nonpublic (2-4 connections)
[] Domestic/public (5 or more conn.)
I [] Agricultural
[] Test Hole
[] Monitoring
[] Cathodic Protection
.0 Other
[] New Well [] Deepen
[] Reconstruction ~Destruction
CONSTRUCTION METHOD: [] Reverse Rotary
[] Rotary
[] Air Rotary
[] Other
SEALINO MATERIAL
[] Neat Cement
~Cement Grout
· [] Concrete
[] Other
(check one)
ORAVEL PACK, (check one) ~ CASINOt
[3 Yes [] No Diameter
From To __ Feet Depth
Conductor Depth
Gauge/Wall
PROPOSED W~r~.
CONSTRUCTION (DEPTH)
PROPOSED PERFORATIONS
OR SCREENI
Max. Feet From To Feet
Min. Feet From--To--Feet
PENETRATES TWO OR NoRs
AgUIFERS
[] Yes I-I No
WELL CONSTRUCTION
O~ DESTRUCTION
PROPOSED SEALS/PLUGSt
Annular
Other
PROPOSED W~T~ DE'STRUC~0N Well Depth~__~_~
TI-HS APPLICATION BECOMFS A PERMIT WI-IF~N APPROVED
GENERAL CONDITIONS:
Permit applications will be submitted to the Planning Department for zoning, access and flood plain clearances prior to approval of the
Environmental Health Services Dept. If you are drilling within clty'a I/mite, you will have to receive approval from their planning department. ·
2. Permit applications must be submitted to the Environmental Health Sen/ices Department at least ten working days prior to the proposed
I
starting date.
3. Well site approval is required before beginning any work related to well construction. It is unlawful to continue work peat the stage at
which an inspection is required unless inspection ia waived or completed. ·
4. Other required inspections include: setting conductor casing, E-logs, all annular seals, and final construction features.
I
5. In areas where a well penetrates more than one aquifer, and one or more of the aquifers may contain water which is of a quality which
may degr~:le the other aquifer(s) penetrated if allowed to commingle, an E-log shall be required to determine the location of the confining
clay layer(s) and assist in the placement of any required annular seal(e). ·
6. A phone call to the Department office is required on the morning of the day that work is to commence and 24 hours before the placement
I
of any seals or plugs .....
7. Approval of water quality and final constnJction features are required before the well is put into use.
8. Construction under this Permit is subject to any instructions by Department representatives.
I
9. Any misrepresentation or non-compliance with required Permit Conditions, or regulations, will result in issuance of a 'Stop Work Order".
10. A copy of the Department of Water Resources Driller's Report end water quality analyses must be submitted to the Environmental Health
Ser,Hcea De, pertinent within 30 days after completion of the work.
11. "Dry" holes must ba propedy destroyed within two (2) weeks of drilling. A well destruction application must be fi/ed with this Department.
12. The perrrfit is void on the ninetieth (90) calendar day after date of issuance if work has not been started and reasonable progress toward
I
completion made. Fees ara not refundable nor transferable.
13. Lead appurtenances shall not be used in construction of any private or public water supply system. The usa of solders containing more
than 2/10 of 1% lead ie prohibited in making joints and fittingi in any private or public potable water system.
mi.
14. Penmittee shall assume.entire responsibility of all activities and uses under this Permit and shall indemnify, defend and save the Count,/ ·
of Kern and/or Kern County Water Agency, its officers, agents, and employees free and harmless from any and all expense, cost or liability
in connection with or resulting from the exercise of this Permit, including, but not limited to, property damage, personal injury, and wrongful
death.
I certify that I am the owner of the above-described property, or the authorized representative of such owner, and that m
i furnished all of the above information and intend to construct/destroy the well as represented above. I understand
that all work is to be done in accordance'with Kern County Ordinance Code Chapter 14.08 and Bulletin 74-81 and the ·
conditions of the Permit Application including any conditions which may be added or changed by the Environmental
Health Services Department upon review of this Application and issuance of the Permit. I further understand that any
permit issued pursuant to this application is subject to such further conditions as may be deemed necessary to insure
Date Contractor Date
compliance with the pertinent regulations.
Owner's
· Signature
INTERNAL USE ONLY
P..ermit Apl;~roved:
Date:
' III
Expiration Dat~:
Zone:
o ~o
o No
ZONING
Access Approved: a Yes
Flood Plan Approval Required: o Yes
BY:
DATE:
[] APPROVED
o DISAPPROVED
Total F~: Dat~ Paid: I
Re~eil~t # o (;ash [] Check (# )
Fee Received by: ii
ENVIRONMENTAL HEALTH SERVICES DEPARTMENT )~
E-Log Required: oYes oNo
Gravel Chute Required: a Yes o No L
REASONS FOR DEN/AL OR CONDITIONS OF PERMIT:
THIS APPLICATION BECOMES A PERMIT WlIEN APPROVED
~ern County
..-... Environmental Health Services Dept. Parcel
I 2700 'M" Street, Suite 300
Bakersf£eld, CA 93301 Parcel No.:
· .ohone (805) 862-8700
~ ~80s) 862-s~01 ~.sessor.. parce~ ~o.
I
I
I
I
I
I
I
I
I
I
I
LOCATION
A. Indicate below the exact
property lines, water bo<
structurs, sews s or priv~
location of well with respect to the folloWing Ltems:
bodies or courses, drainage pattern, roads, existing wells,
sewers or private disposal systems. Include dimensions.
LOCATION OF WELL WITHIN SECTION LINES--Locate well by measuring from proposed site in
relation to section lines or 1/2 section lines.
I
I
I
I
I
I
Di C B ~A
EiF .GiH
MiL K~J
N, p ,
I II
1- Oae Mite
Fence
HA-1
DIRT
PARCEL 7
B-17
~ Stained Soil
Steam
Concete Pad
Asphalt
n Rose Engine
c ~ OFFICE
e
F
e
n
C
e
Asphalt
Fence
3880
Miscellaneous Cargo Containers
PARCEL 8
DIRT
Stained Soil
(~B-16
N
Stained Soil
(~) B-15
· Soil Boring
Scale 1 '--50'
Bill Board
SEATON PROPERTY
Contamin ated
ROSEDALE HIGHWAY Soil To Remove
SOILS ENGINEERING, INC.
4700 District Blvd.
Bakersfield, CA 93313
PROJECT NUMBER: 98-8733
Parcels 7 & 8
Glen Rose Engine Service & Seaton Property
3880 Rosedale Hwy. & Lot East
Bakersfield, CA
Plot Plan