HomeMy WebLinkAboutMITIGATION
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720 WILLIAMS STREET
SITE CHARACTERIZATION
WORK PLAN
For
HARRY E. PHOENIX TRUST
ERNIE PHOENIX
Bakersfield, California 93307
Presented By
Lutrel Services, Inc.
2212 South Union Avenue
Bakerstìeld, California 93307
(805) 834-5986
August 24, 1995
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720 WILLIAMS STREET
SITE CHARACfERIZATION WORK PLAN
Table of Contents
1 . 0 INTR 0 Due TI 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . 1
1.1 SffE HISTORy............... . . ...... .... ............ . . .. . ..... .... .. .. ........ . 1
1.2 CONSULTANTS AND CONTRACfORS...................................2
1.3 'fIME FRAME....................................................................2
2.0 SOIL SAMPLING........................................................ 2
2.1 INTRODUCfION ...............................................................2
2.2 SAMPLING PROCEDURES.. ..... .... ..... ...... ........ ....................3
2.3 SOIL BORINGS RATIONALE........ .................. .............. ........3
2.4 LOCATIONS OF SOIL BORINGS ...........................................4
2.5 DEPfH OF SOIL BORINGS ..................................................4
2.6 MONITORING WELLS.... ............ ...... ............... ............ .......4
3.0 QUALITY ASSURANCE/QUALITY CONTROL PROCEDURES..... 5
3.1 PURPOSE........................................................................5
3.2 BORINGS........................................................................ 5
3.3 SAMPLES. ..... ... ...... .. ... .. ....... " .. .. ........ .......... . ....... .... . .. . . ..6
3.4 SPOILS DISPOSAL AND BORING DESTRUCTION ....................6
3.5 MONITOR WELLS......................... ...... .............. ......... ........ 7
4. 0 HEAL TH AND SAFETY PLAN ....................................... 8
4.1 PURPOSE........... ........... ..... ..................... ........................8
4.2 SffE HISTORY.. . . .. . . . .. . . .. . . . .. . .. .. . ... . . .. . . . .. .. .. . . . .. .. .. .. .. .. .. .. . ... . 8
4.3 EMERGEN'CY CONTACfS................ .... ....... ................. .......9
4.4 PERSONNEL.. . . .. . . . .. . . .. .. ... . .. .. . .. . . . .. . . . . . . . . .. .. .. .. . .. . .. .. . . .. .. ... 10
4. 5 WASTES. . . . .. . . . ... . .. . . . .. .. .... . .. .. .. . .. .. .. . .. .. .. .. .... .. .. .... . ... .. . . . .. 10
4.6 JOB HAZARDS................................................................ 11
4.7 RISK ASSESSMENT......................................................... 11
4.8 EXPOSURE MONITORING....................... ......................... 11
4.9 PERSONNEL PROTECTIVE EQUIPMENT .............................. 15
4.10 WORK ZONES.... .............. .................. ............ ................ 18
4.11 DECONTAMINATION....................................................... 18
4.12 GENERAL SAFETY MEASURES.......................................... 19
4.13 PLAN ACCEJYfANCE............................... ........ ...... ...... .....20
Lutrel SelVices, Inc.
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5.0 CONTRACTOR QUALIFICATIONS................................... .21
5.1 LUTREL SERVICES, INC........ ...... .... .............. ......... ..........21
5.2 ornER SUBCONTRACTORS.............................................. 21
6.0 CLOS'ING................................................................. 22
Figures
Figure 1
Figure 2
Area Map of Site
Williams Street Plot Plan
Luteel Services, Inc.
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1.0 INTRODUCTION
1.1 SITE HISTORY
This site characterization work plan proposes a methodology to determine the vertical and
horizontal extent of soil contamination related to the dry well located in the center of the property,
Bakersfield, California (Figure 1).
Records indicate that historical use of the subject property was for property drainage of rainwater.
The surface manifestations of this Dry Well consists of a grate and a clarifier.
Due to these past activities on the property, Mr. Phoenix and Karpe Real Estate contracted Lutrel
Services, Inc., (LSI) in July, 1995, to remove the Dry Well from the property. During subsequent
soil investigation, it was determined that the fluid remaining in the Dry Well had analytical results
to be above the action level allowed by the State of California and the County of Kern (see attached
analytical).
On August 22, 1995, Mr. Phoenix was informed of our findings. During further conversations
with Mr Phoenix and Karpe Real Estate, it was suggested that more information regarding the
contaminated area was necessary. The use of a drilling rig with a hollow-stem auger was
presented and agreed to by the responsible parties.
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August, 1995
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1.2 CONSULTANTS AND CONTRACTORS
On August 22, 1995 Mr. Phoenix agreed to a modification to the original contract to allow LSI to
provide for borehole drilling, sampling, and testing at the subject site at 720 Williams Street,
Bakersfield, California.
1.3 TIME FRAME
Work will commence on the site characterization within ten (10) working days of approval of this
work plan, providing contractor availability, weather, etc. A Site Characterization Report
including findings and options for remedial action will be submitted to the County of Kern for
approval within three (3) weeks of receiving the soil sampling results.
2.0 SOIL SAMPLING
2.1 INTRODUCTION
The following methodology for a soil sampling program has been designed to satisfy the
requirement to characterize the vertical and horizontal extent of the following products in the soil.
BTEX
TPH-D
(Benzene, Toluene, Ethyl Benzene, Xylene)
(Total Petroleum Hydrocarbons of Diesel)
This program consists of enough borings to determine lateral and vertical contamination, all to a
depth of approximately twenty-five (25) feet The depth of each boring will be determined in the
field If it is deemed necessary that more soil borings are needed, the LSI Project Manager will
consult with the Kern County representative to determine whether to increase the number of
borings based on new information gained in the field.
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August, 1995
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2.2 SAMPLING PROCEDURES
Borings will be advanced using a truck mounted, hollow stem flight auger, with a California split-
spoon sampler capable of retaining a 2-1/2-inch in diameter by 6-inch long brass sampling tube
which can obtain undisturbed soil samples. The augers will be decontaminated at the beginning of
work and between each soil boring.
Soil samples will be taken at five (5) foot intervals, beginning at depths of five (5) feet below
surface grade at the subject site. Each soil sample will be field analyzed by a Photo Ionization
Detector (PID) HNU Model HW-101 to record Volatile Organic Compounds (VOCs) in parts per
million (ppm). PID readings will be used to establish the the total depths of the borings if the 25
foot maximum has not been reached. Two (2) consecutive Non-Detect (ND) readings will be
needed before the hole is complete. All soil samples will be sent to a state certified laboratory to be
analyzed for the following products using Environmental Protection Agency methods.
· BTEX
· TPH-D
using EP A Method 8020
using EPA Modified Method 8015
2.3 SOIL BORINGS RATIONALE
An historical review of the site uses revealed that the parking lot drained into the center of the
property where the Dry Well is located.
The locations of the borings illustrated in this work plan are positioned to detennine the lateral and
vertical extent of any plumes emanating from the known areas of concern. Additional borings may
be required to determine the extent of any plume encountered. The Kern County Health
Department will be consulted prior to commencement of any boring not already contained in this
work plan.
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August, 1995
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2.4 LOCA TIONS OF SOIL BORINGS
2.4. 1 720 Williams Street
All petroleum related facilities refeITed to in this section were removed in March of 1995 by Lutrel
Services, Inc. located in Bakersfield, California. All LSI proposed soil borings at the subject site
will be designated on Figure 1, with the letters "Phoenix" followed by a number and depth, e.g..
"Phoenix 1-5". See Figure 1, Plot Plan, for all soil boring locations.
Soil Borings #1, #2, #3 and #4 (Phoenix I,Phoenix 2, Phoenix 3 and Phoenix 4) will be located
ten (10) feet North, East, South and West of the subject site. These borings will determine the
vertical extent of any contamination from the Dry Well.
An additional two soil borings (Phoenix 5 and Phoenix 6) will be advanced to determine the lateral
extent of the plume or plumes investigated by soil borings Phoenix 1 through Phoenix 4. Soil
borings Phoenix 5 and Phoenix 6 will be located about the Dry Well site as shown in Figure 2.
2.5 DEPTH OF SOIL BORINGS
The depth of each boring will be detennined in the field by the LSI Project Manager. Bore holes
have been slated to be advanced to a point where two consecutive PID readings are Non-Detect.
Auguring for all borings will cease at that point Groundwater is not expected to be encountered in
any of the borings.
If perched groundwater is encountered, drilling will stop, the Kern County Environmental Health
Services Department (KCEHSD) will be advised immediately.
2.6 MONITORING WELLS
If contamination is found on groundwater at the site, samples will be, taken at the direction of the
County Environmental Health Services representative. Upon analyses of these samples, the need
for a Monitoring well will be discussed with the County.
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August, 1995
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3.0 OUALITY ASSURANCE/OUALITY CONTROL PROCEDURES
3.1 PURPOSE
This study has been undertaken to characterize the soil at the 720 Williams Street Site. (Figures 2
& 3). Procedures used in the field will follow guidelines contained in the State Department of
Water Resources guidance document entitled "L.U.F.T. Field Manual" dated October, 1989. The
field activities will meet or exceed the requirements of the Kern County Environmental Health
Services Department's requirements as outlined in its handbook, "Closure of Shallow Disposal
Wells (SWD-lOO)".
3.2 BORINGS
Exploration will consist of advancing six (6) vertical borings, attempting a depth of twenty-five
(25) feet, and to achieve two consecutive five-foot soil samples at or above twenty-five feet
showing zero PID reading (above background). The depth of each boring will be determined in
the field by the LSI Project Manager. If perched ground water is encountered before the above
criterion is met, boring will cease eight feet below the depth ground water is first encountered.
The approximate locations of the drill holes (Figures 2 & 3) will be determined by measurement
from known facilities, and elevations will be estimated from a topographic map. The locations and
elevations of the drill holes should be considered accurate only to the degree implied by the method
used.
Six borings will be advanced using a truck mounted, hollow stem flight auger, with a California
split-spoon sampler capable of retaining a 2 1/2-inch diameter by 6-inch long brass sampling tube
which can obtain undisturbed soil samples.
All drill bits and auger stems will be cleaned prior to the drilling of each hole to prevent cross-
contamination. Each boring's drill cuttings will be monitored by an LSI Project Manager with an
Pill to ionize organic vapor concentrations. The Pill will be calibrated with calibration gas prior
to the start of each day's work.
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August, 1995
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3.3 SAMPLES
Prior to the collection of each sample, sampling equipment will be washed with a non phosphate
detergent solution, triple rinsed with distilled water, and air dried
Soil samples for potential analyses will be retrieved at five foot intervals beginning at five feet
below grade and at any change in lithology. Immediately after sampling, sample sleeves will be
sealed with Teflon sheets and air-tight caps, taped, labeled, and placed in a cooler containing
artificial ice and kept at or below 4°C. Chain-of-Custody forms will be completed when the
sample is collected and maintained with each transfer of the sample.
If groundwater is encountered, a water sample will be retrieved using a disposable bailer. The
fluid sample will be sealed in a labeled, glass sample jar and stored in an ice chest and kept at or
below 4°C. Chain-of-Custody forms will be completed when the sample is collected and
maintained with each transfer of the sample.
At the end of the drilling, all samples will be transported to a California state Certified Laboratory.
Soil samples will be analyzed for BTEX using EPA method 8020, TPH-Diesel using EPA
modified method 8015, and any fluid samples will be tested using EPA 601-602 for water.
3.4 SPOILS DISPOSAL AND BORING DESTRUCTION
All soil not preserved for laboratory analysis will be placed in 55-gallon drums which will be
sealed, labeled, and temporarily stored at the site. When the drum is full a representative sample
will be retrieved using a soil sampling device. The sample weighing at least two pounds will be
placed in a glass sample jar, leaving no head space. A Teflon® sheet will be placed over the mouth
of the jar, the lid will be firmly secured and sealed with tape. The sample will be sent to a state
certified Laboratory for analysis. A copy of the analysis will be included in the fmal site
characterization report. Upon completion of laboratory analysis, the drum will be transported by a
state registered waste hauler to a state approved hazardous waste disposal site or emptied on site if
the analytical results warrant.
All rinsate will be placed into a separate drum and disposed of in a manner similar to the soil
samples.
Borings advanced using the truck mounted auger will be abandoned by backfilling with clean fill
sand or Bentonite Clay pellets.
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August, 1995
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3.5 MONITOR WELLS
If contamination is found on groundwater at the site, samples will be taken at the direction of the
County Environmental Health Services representative. Upon analyses of these samples, the need
for a Monitoring well will be discussed with the County.
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August, 1995
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4.0 HEALTH AND SAFETY PLAN
4.1 PURPOSE
The purpose of this plan is to provide for worker and environmental Health and Safety during the
site characterization at the Williams Street site, Bakersfield, California. This project will be
conducted by Lutrel Services, Inc. (LSI).
4.2 SITE HISTORY
LSI is submitting this Health and Safety Plan to guard worker safety at the site. Soil contamination
was documented during UST tank excavation performed by LSI.
The maximum TPH contamination level encountered during LSl's work was 1,000,000 parts per
million (ppm) Total Petroleum Hydrocarbons at a depth of two feet below the surface.
The Site Characterization Work Plan to which this Health and Safety Plan applies calls for six soil
borings for the purpose of obtaining undisturbed samples for laboratory analysis. The planned list
of work is summarized in the following tasks:
Task 1:
Task 2:
Task 3:
Task 4:
Preparation of a Site Characterization Work Plan and this Health and Safety Plan.
Advance six soil borings to depths sufficient to characterize any contamination
plume at the subject site. Undisturbed soil samples will be collected at 5-foot
intervals. Each boring will be monitored for hydrocarbon vapors with a portable
photoionization detector (PID). Soil borings will be destroyed by backfilling with
clean fill and bentonite clay, if needed. All drilling spoils and rinsate will be sealed
in 55-gallon drums and transported to a certified hazardous waste disposal facility,
if deemed necessary.
The soil samples will be submitted to a California state certified Laboratory for
chemical analysis for Diesel and BTEX.
Prepare and submit a technical report summanzmg of the results of the site
characterization including, but not limited to, results and interpretations of data,
discussion of methodologies, boring descriptions and remedial action options
including a recommended option and risk appraisal.
August 1995
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4.3 EMERGENCY CONTACTS
In the event of an emergency occurring during the characterization program, the following
emergency facilities are available:
Police
Call 911
Fire
911
Ambulance
911
Hospital
Mercy Hospital, Bakersfield
2215 Truxtun Ave
632-5000
(Edison to Truxtun)
A cellular telephone will be located in an LSI vehicle.
In case an emergency occurs, the following procedures should be implemented:
Minor Cuts or Abrasions. Wash affected area with soap and water and bandage. A first
aid kit with eye wash solution must be located on site. The site safety officer is basic first aid
trained.
Serious Physical Injury. In the event of serious physical injury:
a. Call immediately for ambulance or medical assistance.
b. Follow protocols established in the Medical Emergency Reference Manual #1
(Emergency Medical Planning, Inc.) until assistance arrives. The site safety officer
is basic first aid trained
c. If an ambulance is not available, transport victim to nearest hospital (Memorial
Hospital).
The following infonnation must be recorded by the project engineer or site safety
officer for any emergency situation as soon as possible:
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August 1995
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a. Notifier's name.
b. Date, time, and location of the incident.
c. Nature of emergency (describe what happened).
d. Type and amount of materials involved.
e. Extent of injuries, if any.
f. Agencies and/or organizations notified, names of people notified.
g. Actions taken.
4.4 PERSONNEL
The following LSI personnel are expected to be at the site during the site characterization project:
LSI
AlE Environmental
Drilling Operator
Bill Rosica and/or Ed Dykes
Mr. Harold Sugden
unknown
Messrs. Rosica or Dikes will be designated as site safety officer and will be responsible for
ensuring compliance with this plan at all times. Messrs. Rosica and Dykes have completed the 8-
hour Health & Safety Supervisors Training course. Drilling and Geological personnel will also
have the necessary Health & Safety training.
Personnel access to the work zone will be limited if Level D personnel protective equipment are
required. Only personnel properly equipped with Level D equipment [see Section 4.9 below] will
be allowed to enter the contaminated zone. LSI will provide Level D equipment for only LSI.
4.5 WASTES
The contaminant to be encountered at the site is diesel. The specific hazardous substances that are
likely to be encountered are shown in Appendix A. Applicable exposure data for these substances
are presented in Table 3 - Hazardous Substances Data. Symptoms of exposure and first aid
treatments for each chemical are presented in Table 4 - Exposure Symptoms and First Aid
Treatment.
As can be seen in Table 3, the lowest pennissible short-tenn exposure limit (STEL) concentration
is 5 ppm (for benzene). This concentration will be used to establish the requirement to don Level
C personnel protective equipment [see Section 4.9].
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Contaminated boring spoils and rinsate will be sealed in 55-gallon drums. A licensed contaminated
waste hauler will be contacted for removal, if deemed necessary.
4.6 JOB HAZARDS
Chemical hazards could be encountered from direct skin contact with the contaminated soils or
breathing volatilized chemicals in the air. Level D equipment includes standard work clothing and
gloves which would reduce direct skin contact with cheµrical encountered [see Section 4.9]. A
photo ionization detector (PID) will be in continuous use in the breathing zone and if organic vapor
concentrations of 5 ppm above background are detected, Level C equipment will be donned by all
personnel in the contaminated zone. The respirator should protect workers from inhaled
contaminants.
Weather conditions have the potential to disrupt the project in that if it is raining, drilling and
sampling should be postponed. It is unlikely that temperature conditions would preclude
completion of the project Temperature ranges expected to be encountered are 85°F to 95°F.
4. 7 RISK ASSESSMENT
The potential for adverse health or safety risks to the on-site workers or the immediate surrounding
area is low. Since the site is located outdoors, the atmospheric dispersion of contaminants will be
significant
No unauthorized personnel may be permitted to stand near the boring location during site
characterization. If nonessential personnel enter the work site, they will be informed that health
and safety procedures have been established to protect both the workers and the public. If they
refuse to leave, proper authorities will be contacted
4.8 EXPOSURE MONITORING
A PID will be in continuous use during drilling operations. The Pill is a portable instrument used
to detect and measure the concentration of a variety of hydrocarbon gases in various atmospheres.
The detection is a result of the ionization of the organic vapors in an ultraviolet atmosphere.
Photoionization occurs when an atom or molecule absorbs light of sufficient energy to cause an
electron to leave and create a positive ion. This occurs when the ionization potential of the
molecule is less than the energy of the photon. The ionization potential of a molecule is that energy
in electron volts (eV) required to free an electron. In the HW 101 being used on this project, the
source of the photons is an ultraviolet lamp with an energy of 11.7 eV.
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August 1995
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The sample gas enters through the filter adapter into an ion chamber. The ultraviolet lamp
generates photons with an energy of 11.7 eV and these enter the ion chamber. Ionization occurs
for these molecules having ionization potentials less than 11.7 eV.
A positive biased electrode causes these positive ions to travel to a collector in the chamber. Ions
create a current proportional to their concentration at the collector. The current is then amplified
and the signal displayed on the meter.
The amount of ionization occurring, and thus the input signal to the amplifier, is proportional to the
amount of trace gas present in the ion chamber and to the ionization sensitivity of that gas.
Typical gases that are ionized with the 11.7 e V lamp and their potentials are listed on Table 1.
Gases having ionization potentials higher than 11.7 eV are not ionized by this analyzer. These
gases and their potentials are found on Table 2. As can be seen from Table 2, the ionization
potential of the major components of air, (Le., oxygen, nitrogen, carbon dioxide, methane, and
FREONS) range from about 12,0 eV to about 15.6 eV, and are not ionized by photons from the
11.7 eV lamp.
In the survey mode, the Pill continuously samples the ambient air at .25 liters per minute
responding on a total organic concentration basis. This allows one to survey a site for high
concentration areas. The PID can detect total organic concentrations from 0.1 parts per million
(ppm) to 2,000 ppm. During the site characterization the Pill will be in the survey mode.
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Table 1
Molecules eV Molecules eV
Si 8.149 12 9.28
C 11.264 HBr 11.62
HI to.38 S 10.357
COS 11.18 CS2 to.08
I to.48 NÜ2 9.78
H2S to.46 H2Se 9.88
NO 9.25 H2Te 9.14
CH 11.1 NH3 to.15
C12 11.48 CH3 9.84
BI"2 10.55
Ethane 11. 65 Propane 11.07
n-butane to.63 i-butane 10.57
n-pentane 10.35 i-pentane 10.32
2,2-dimethylpropane to.35 n-hexane to.18
2-methylpentane 10.12 3-methylpentane 10.08
2,2-Climethylbutane to.06 2,3-Climethylbutane to. 02
n-heptane 10.08 2,2,4-trimethylpentane 9.86
cyclopropane to.06 cyclopentane to.53
cyclohexane 9.88 methylcyclohexane 9.85
NH3
ethyl amine
i-propyl amine
i-butyl amine
t -butyl amine
diethyl amine
di-i-propyl amine
trimethyl amine
tri-n-propylarrrine
aceamide
to.15
8.86
8.72
8.70
8.64
8.01
7.73
7.82
7.23
9.77
methyl amine
n-propyl amine
n-butyl arrrine
s-butyl arrrine
dimethyl amine
Cli-n-propyl amine
di-n-butyl amine
triethyl amine
formamide
N-methyl acetamide
8.97
8.78
8.71
8.70
8.24
7.84
7.69
7.50
10.25
8.90
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Table 1 (continued)
Molecules eV Molecules eV
N,N-dimethyl formamide 9.12 N,N-dimethyl acetamide 8.81
N,N-diethyl formamide 8.89 N,N-diethyl acetamide 8.60
nitromethane 11.08 nitroethane 10.88
l-nitropropane 10.81 2-nitropropane 10.71
n -butylrolnitrile 11.67 acrylontrile 10.91
3-butene-nitrile 10.39 ethyl nitrate 11.22
methyl thiocynanate 10.065 ethyl isothiocynanate 9.89
methyl isothiocynanate 9.25 phenyl isocynanate 8.77
formaldehyde 10.87 acetaldehyde 10.21
propionaldehyde 9.98 n-butyraIdehyde 9.86
isobutyraIdehyde 9.74 n-valeraldehyde 9.82
isovaleraldehyde 9.71 acrolein 10.10
crotonaldehyde 9.73 benzaldehyde 9.53
acetone 9.69 methyl ethyl ketone 9.53
methyl n-propyl ketone 9.39 methyl i-propyl ketone 9.32
diethyl ketone 9.32 methyl n-butyl ketone 9.34
3,3-dimethyl butanone 9.17 2-heptanone 9.33
cyclopentanone 9.26 cyclohexanone 9.14
2, butanedione 9.23 2, 4-pentanedione 8.87
benzene 9.245 toluene 8.82
ethyl benzene 8.76 n-propyl benzene 8.72
i-propyl benzene 8.69 n-butyl benzene 8.69
s-butyl benzene 8.68 t-butyl benzene 8.68
o-xylene 8.56 m-xylene 8.56
p-xylene 8.445 mesitylene 8.40
durene 8.025 styrene 8.47
a-methyl styrene 8.35 ethynylbenzene 8.815
napthalene 8.12 l-methylnapthalene 7.69
2-methylnapthalene 7.995 biphenyl 8.27
phenol 8.50 ani sol 8.22
phenetole 8.13 benzaldehyde 9.53
acetophenone 9.27 benzenethiol 8.33
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Table 2
Molecules eV Molecules eV
H 13.595 C 11.264
N 14.54 0 13.614
F 17.42 Cl 13.01
Br 11. 84 H2 15.426
N2 15.580 02 12.075
CO 14.01 CN 15.13
OH 13.18 F2 15.7
HF 15.77 HCI 12.74
S02 12.34 CO2 13.79
Ü3 12.8 H2O 12.59
HCN 13.91 C2N2 13.8
CH4 12.98 methane 12.98
4.9 PERSONNEL PROTECTIVE EQUIPMENT
Level D equipment will be required at all times that the PID measured concentrations are below 5
ppm above background. Level D equipment includes:
· hard hats
· safety boots
· eye protection (safety glasses or goggles)
· neoprene gloves (while handling samples)
If organic vapor concentrations equal or exceed five ppm above background, all personnel in the
contamination zone will don Level C equipment and remain in Level C equipment until organic
vapor concentrations are reduced to below five ppm above background. Level C equipment
includes Level D equipment plus:
· half-face respirator equipped with combination organic vapor/dust cartridges
· Tyvek® suits
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LSI will provide Level C personnel protective equipment for its own representatives. If Level C
equipment is required, only personnel equipped with Level C equipment will be allowed to enter
the contaminated zone, which includes the immediate working area. Anyone other than the LSI
representatives and the drillers who desires entry into the exclusion zone under Level C conditions
will be required to provide his/her own Level C personnel protective equipment and demonstrate
applicable qualifications. The site safety officer or the designated assistant will ensure that no one
without proper personnel protective equipment enters the exclusion zone
TABLE 3
HAZARDOUS SUBSTANCES DATA
(all in ppm)
Substance Benzene Ethyl benzene Toluene Total Xylene
PELa 1 100 100 100
STELb 5 125 150 150
IDLHc Carcinogen 2,000 2,000 1,000
Odor
Thresholdd 1.4 2.0 2.1 NEe
LEUUELf
(in%) 1.3/7.1 1.0/6.7 1.2/7.0 1.1/7.0
Max. Levels
at site 2.2 24 37 178
a - Permissible exposure limit in air for 8-hour day as established by ACGrn (1987 update)
b - Short-term exposure limit in air for IS-minute period as established by ACGrn (1987
update)
c - Immediately dangerous to life or health from NIOSH Pocket Guide to Hazardous
Substances (1985)
d - As adapted for ArnA Journal (1987)
e - Not Established
f - Lower Explosive LimitJUpper Explosive Limit from NIOSH Pocket Guide to
Hazardous Substances (1985)
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Chemical
e
TABLE 4
EXPOSURE SYMPfOMS AND FIRST AID TREATMENT
Inhalation, Inges-
tion, Contact
Ethyl benzene Inhalation
Ingestion
Route( s) of Entry
Inhalation, Skin
Absorption, Inges-
tion, Contact
Inhalation, Skin
Absorption, Inges-
tion, Contact
Benzene
General Symptoms
First Aid Treatment
Toluene
Xylenes
Odor - Aromatic
Upper respiratory
and GI tract
irritation,
muscle spasms,
slow pulse,
extrasystoles,
hypokalemia irri-
tated eyes, skin burns
EYES - Irrigate im-
mediately for
15 minutes
SKIN - Water
flush immediately
BREATHING - Art-
ificial respiration
and move to fresh air.
INGESTION - Medical
attention immediately
Odor - Aromatic
Irritated eyes and
mucous membranes
headaches,denmatitis
narCOSIS, coma.
Same as benzene
Odor - Aromatic Same as benzene
Fatigue, weakness,
confusion, euphoria,
dizziness, headache,
dilated pupils, lacrima-
tion, nervousness, muscle
, fatigue, insomnia, paresthesia
dermatitis, photopia
Odor - Aromatic Same as benzene
Dizziness, excitement
drowsiness, incoordina-
tion, staggering gait, irritated
eyes nose or throat, corneal
vacuolization, anorexia,
nausea, vomiting, abdominal pain,
dermatitis
August 1995
Page 1 7
Williams Street Health & Safety Plan
Lutre1 Services, Inc.
e
e
4.10 WORK ZONES
Two basic work zones will be established for this project: a restricted zone (exclusion zone)
encompassing the drilling area and a clean zone. Only the exclusion zone may be formally
delineated by a tape barrier. The decontamination zone and clean zone will be separated by
function only. Final zone boundaries will not be delineated.
4.11 DECONTAMINATION
All personnel who have been working in the contamination zone as defined in Section 4.10 above
shall undergo personal decontamination:
· when leaving the exclusion zone for coffee or lunch breaks;
· at the end of the work day.
The decontamination station shall include the steps listed in Table 3 - Personnel Decontamination.
Steps pertaining to equipment that is not in use (e.g., respirators) may be elinúnated.
TABLE 4
PERSONNEL DECONTAMINATION
Decontamination
Equipment
1. Outer glove and 1
boot removal
plastic drop cloth.
Set equipment on plastic, wash
in soap solution, rinse and dry.
2. Air purifying respirator 1
plastic drop cloth. Lay equip-
ment down, wash in soap
solution, rinse and dry.
3. Hand wash I
3- to 5-gallon bucket Liquid
hand soap.
3- to 5-gallon bucket. Paper
towels.
4. Hand rinse and dry 1
Williams Street Health & Safety Plan
Lutrel Services, Inc.
August 1995
Page 18
e
e
TABLE 4
EQUIPMENT DECONTAMINATION
Decontamination Steps
Equipment
1. High pressure steam rinse
Steam generator
2. Inspect visually
nla
3. High pressure steam rinse as necessary
Steam generator
4.12 GENERAL SAFETY MEASURES
The following general safety procedures shall be followed by all persons entering and/or working
in the designated work zones:
·
No employee or subcontractor may be allowed on-site without the prior knowledge and
consent of the site safety officer. All personnel at the site shall be advised of the site safety
requirements as discussed in this plan.
·
All contractor or subcontractor personnel shall bring to the attention of the site safety officer
or resident project representative any unsafe condition or practice associated with the work
activities that they are unable to correct themselves.
·
There will be no smoking, eating, chewing gum, or drinking the contamination zone.
·
Hands shall be thoroughly cleaned prior to smoking, eating, or other activities outside the
contamination zone.
·
Team members must avoid unnecessary contamination (i.e., walking through known or
suspected "hot" zones or contaminated puddles, kneeling or sitting on the ground, leaning
against potentially contaminated barrels or equipment, etc.)
·
Respiratory devices may not be worn with beards, long sideburns, or under other condition
that prevent a proper seal.
Williams Street Health & Safety Plan
Lutre1 Services, Inc.
August 1995
Page 1 9
e
e
4.13 PLAN ACCEPTANCE
All personnel involved with this project are required to read this Health and Safety Plan and sign in
the space below that they have read this plan and understand its requirements. Prior to beginning
work on the first day of the project, the site safety officer shall conduct a site safety meeting to
explain the requirements of this plan and unsure that all personnel are familiar with it Site safety
meetings shall be held at the beginning of each work day of the project.
Name
Affiliation
Date
Name
Affiliation
Date
Name
Affiliation
Date
Name
Affiliation
Date
Affiliation
Name
Date
Name Affiliation
Date
Name Affiliation
Date
Williams Street Health & Safety Plan
Lutrel Services, Inc.
August 1995
Page 2 0
tit
e
5.0 CONTRACTOR QUALIFICATIONS
5.1 LUTREL SERVICES, INC.
Lutrel Services, Inc. (LSI) is comprised of experienced Project Managers and Scientists and is
based in Bakersfield, California. Our list of current clients includes the Lockheed Environmental
Systems and Technology, Chemical Waste Management, Inc., Shell Oil Company, Texaco
Marketing and Refining, and several smaller clients.
Over the last two years LSI has been involved as principal investigator in several site assessments
and site characterizations that have been accepted by the Kern County Environmental Health
Services Department and the Bureau of Land Management.
5.2 OTHER SUBCONTRACTORS
LSI utilizes two State-Certified Labs out of Bakersfield, BC Labs and Zalco Labs. LSI's sister
company Lutrel Trucking, Inc. is a State licensed waste hauler. The drilling company is based out
of Bakersfield, California and is licensed by the State of California to do business in this state. AJ
Environmental, Inc. will supply the Registered Geologist on this project.
WiIliams Street Health & Safety Plan
Lutrel Services. Inc.
August 1995
Page 2 1
e
e
6.0 CLOSING
This site characterization work plan is intended for the exclusive use of Harry E Phoenix Trust.
Lutrel Services, Inc. assumes no responsibility nor liability for the reliance herein or use hereof by
anyone other than the above named client.
In addition, all of the site assessment work cited in this report was prepared by Lutrel Services,
Inc. of Bakersfield, California, who is solely responsible for the contents and conclusions of the
site assessment.
Bill Rosica Registered Environmental Assessor #875
General Manager
Lutre1 Services, Inc.
Williams Street Health & Safety Plan
Lutre1 Services, Inc.
August 1995
Page 2 2
e
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Map # 1 General Vicinity Map
LUTREL SERVICES. INC.
720 Wil1iams Street
Underground Storage Tank Removal
March, 1995
+
North
I
e
PHOENIX #1
.
·PHOENIX #5
PHOENIX #4 ·
...-----:: Clarifier and Dry Well
. .
D PHOENIX #2
PHOENIX #6·
· PHOENIX #3
Fill Cap
1,000 Gallon ~ ,',
UST .~~~
VentLme ~'~ '
t-..." .....
~
Fuel
Pump
Fence
V
Warehouse/Office Ramp
Loading
Dock
Williams Street
Figure # 2 General Plot Plan
LUTREL SERVICES, fNC.
720 Williams Street
Underground Storage Tank Removal
Fence ~
August, 1995
'08-18-1995 02:47PM
FROM BC LABORATOR I ES , I NC. .
e
TO
e
8345018
P.02
¡ !
Total Pet~oleum Hyd~ocarbons
L1JTRBL SERVICES:
2212 S UNION AVE. '
BAKERSFIBLD, CA i 93307
Attn: BILL)MAQ:, 834-5986
I
¡
Sample Description:'
Sample MBtrix: :
Constituents
Total Petroleum'
Hydrocarbons (gas)
Surrogate % Recovery
Date Reported: 09/16/95
Date Received: 08/10/95
Laboratory No.: 95-09743-1
PROJECT NAME PHOBNIX: OILY WATER
Water
Date Collected:
Date ~xtracted·8015M(g) :
Date Analyzed-S015M(g>:
Analysis
Results
None Detected
103.
Reporting
JJ.ni ts
µg/L
tr
08/10/95 @
08/14/95
08/14/95
, I
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Prac~ica~i ¡
QuantJ.tatlon
.. ~
L1m1t : I
50. : i
70-130 I :
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TEST METHOD:
TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015
. California D.C.H.S. Cert. #1186
I
Stuart G. Buttram
Department Supervisor
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Total Petroleum Hydrocarbons
I..UTREL SBRV1:CES i
2212 S UNION AVE
BAKERSFIBLD I CA'
At1:n: BILL MARK
93307
834-5986
Sample Description:
,
Page
!
1
Date Reported: 08/16/95
Date Received: 08/10/95
Laboratory No.: 95-09743-1
Sample Matrix:
water
PROJECT NAME PHOENIX: OILY WATER
Const:ituents
Total Petroleum
Hydrocarbons (diesel)
Surrogate % Recovery
Date Collected:
Date Extracted-801SM(d) :
Date Analyzed-a01SM(d):
Analysis
Results
Reporting
JJnits
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Quant.itatioh
Limit, I
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08/10/95
08/14/95
08/14/95
,
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TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method Modified EPA S015
1000000.
Not Reportable
mg/L
%
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sample dilution. 'i,¡::'.
Surrogate not reportable due to sample dilution.
Approximately 25% of sample is oil. Oil phase was analyzed.
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Stuart G. Buttram, \;'¡";'';', ','
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08-18-199502:48PM FROM BC LRBORRTORIE~, INC..
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LtlTREL SERVICES,
2212 S UNION AVE
BAKERSFIELD, CA 93307
A1:1:n: BILL MARX 834-5986
Total Petroleum Hydrocarbons
Date Reported: 08/16/95
Date Received: 08/10/95
Laboratory No.: 95-09743-1,
Sample Description: PROJBCT NAME PHOENIX: OILY WAttR
Sampling Date/Time: 08/10/95 @ 09:35AM
Constituen~s
Oil and Grease
S~le Results
9600.
Units
mg/L
Method
P.O.L.
10.0
Note: PQL's were raised due co high concentration of target analytes requiring
sample dilution.
California D.O.H.S.: Cert. ~1186
e..b~~,~"
StUa.rt G. 8uttram -; l) c;, ",,1 . < '
Department Supervisor
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