HomeMy WebLinkAboutCOM 0117.003 2002-2004AL KONISHI
County Clerk
JAY MENDE
Deputy County Clerk
February 11, 2003
WE
FROM:
RE:
County of Hawai 'i
Office of the County Clerk
25 Aupuni Street
Hilo, Hawaii 96720
Telephone: (8OA) 961-8255 racsimile: (AOA) 961-8912
Aaron S.Y. Chung, Chair
And members of the Finance Committee
Susan Caserta
Legislative Auditor's Assistant
CONSTANCE R. KIRIU
Legislative Auditor
Resolution No. 38-03; authorizing the Director of Finance to negotiate the
purchase of lease interest and structures from H. Harada Contractor, Inc.
At its meeting on February 4, 2003, Members of your Committee requested the attached
information:
1. Executive Order No. 8325 and Transmittals
2. Letter from Patricia Engelhard, Director of Department of Parks & Recreation to
Unitek Environmental Consultants — Requesting Cost Proposal to conduct
hazardous waste assessment
3. Letter from State of Hawaii, Department of Health to H. Harada Contractor
regarding status of the underground storage tanks.
Should you have any questions, please feel free to call me at 961-8490.
Coum. No. -//3
Fib Nw
Ref. TO:
>ted. Daea
COUNTY OF HAWAII
DEPARTMENT OF PARKS & RECREATION
MEMORANDUM
Date: October 13, 2000
To: Department of Finance
Attn: Stanley Iwamoto
From: Department of Parks and Recreatio&
Re: Parks Maintenance Baseyard Expansion -Executive Order No. 3825
Transmitted for your files are two executed copies of Executive Order No. 3825.
If any questions arise, please contact Glenn Miyao at 961-8313.
Thank you.
encl
cc Parks Maintenance Division (w/description and map)
Mayor Stephen K. Yamashiro
County of Hawaii
25 Aupuni Street, Room 215
Hilo, HI 96720
Dear Mayor Yamashiro:
Subject: Governor's Executive Order No. 3825 - Waiakea, South
Hilo, Hawai'i — Tax Map Key:3rd/2-1-12:por. of 04
Enclosed for your information and files, are two (2) fully executed copies
of Governor's Executive Order No. 3825 to the County of Hawaii for addition to
Parks Maintenance Baseyard.
Should you have any questions, please feel free to contact myself at the
Land Division, Hawaii District Branch office at 974-6203.
c: Hawaii Land Board Member
Central File
Sincerely ours,
Ha ry ada
District Land Agent
3'PI
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AOUROULIURE DEVELOPMENT
CRAM
AQUATIC RESOURCES
4vgA,o
BOATI NO, NO OCEAN REC REAL I 3
a...NeYF'epP
CONSERVATION AND
RESOURCES ENFORCEMEN1
STATE OF HAWAII
`ONVEYANDES
DEPARTMENT OF LAND AND NATURAL RESOURCES
FORESTRY AND WILDLIFE
TSTORICPRESERVATION
LAND DIVISION
LAND DIVISION
P.C. BOX 936
STATE PARKS
WATER AND LAND DEVELOPMENT
HILO, HAWAII 96121-0936
PHONE- (808) 9)46203
FAX :(808)9]4-62.,2
'
October 11, 2000
Mayor Stephen K. Yamashiro
County of Hawaii
25 Aupuni Street, Room 215
Hilo, HI 96720
Dear Mayor Yamashiro:
Subject: Governor's Executive Order No. 3825 - Waiakea, South
Hilo, Hawai'i — Tax Map Key:3rd/2-1-12:por. of 04
Enclosed for your information and files, are two (2) fully executed copies
of Governor's Executive Order No. 3825 to the County of Hawaii for addition to
Parks Maintenance Baseyard.
Should you have any questions, please feel free to contact myself at the
Land Division, Hawaii District Branch office at 974-6203.
c: Hawaii Land Board Member
Central File
Sincerely ours,
Ha ry ada
District Land Agent
LAND COURT SYSTEM ) REGULAR SYSTEM
Return by Mail ( ) Pickup ( ) To:
Total Number of Pages:
Tax Map Key No. (3) 2-1-12:Por. 04
FROM: STATE OF HAWAII
BOARD OF LAND AND NATURAL RESOURCES
TO: COUNTY OF HAWAII, a municipal corporation
25 Aupuni Street
Hilo, Hawaii 96720
EXECUTIVE ORDER NO. 3825
SETTING ASIDE LAND FOR PUBLIC PURPOSES
BY THIS EXECUTIVE ORDER,
of the State of Hawaii, by virtue
by Section 171-11, Hawaii Revised
authority me hereunto enabling, do
land hereinafter described be, and
for the following public purposes:
I, the undersigned, Governor
of the authority in me vested
Statutes, and every other
hereby order that the public
the same is, hereby set aside
FOR ADDITION TO PARKS MAINTENANCE BASEYARD, to be under
the control and management of the County of Hawaii, a municipal
DEPARTMENT QF LAND AND NATURAL RESOURCES
LAND DMSION
P.O. B W,
wm+ouw. w Wml weoe
corporation, being that parcel of land situate at Waiakea, South
Hilo, Island of Hawaii, Hawaii, and identified as "Addition To
County Parks Maintenance Section Site," containing an area of
0.863 of an acre, and more particularly described in Exhibit "A"
and delineated on Exhibit "B," both of which are attached hereto
and made parts hereof, said exhibits being respectively, a survey
description and survey map prepared by the Survey Division,
Department of Accounting and General Services, State of Hawaii,
both being designated C.S.F. No. 22,961 and dated April 3, 2000.
SUBJECT, HOWEVER, that upon cancellation of this
executive order and/or in the event of non-use or abandonment df
the premises or any portion thereof for a continuous period of -3
one (1) year, or for any reason whatsoever, the County of Hawaii
shall, within a reasonable time, restore the premises to a
condition satisfactory and acceptable to the Department of Land
and Natural Resources, State of Hawaii.
SUBJECT, FURTHER, to disapproval by the Legislature Uy
two-thirds vote of either the Senate or the House of
Representatives or by majority vote of both, in any regular or
special session next following the date of this Executive Order.
SUBJECT, FURTHER, that the County of Hawaii shall not
rent or sublet the whole or any portion of the premises for uses
that are inconsistent with the purposes provided for in this
executive order without the prior written approval of the Board
of Land and Natural Resources.
IN WITNESS WHEREOF, I have hereunto set my hand
and caused the Great Seal of the State of Hawaii to be affixed.
Done at/Jthe Ca itol at Honolulu this �r day of
�"- 2000.
4�/L! -
Gov or of the State of Hawaii
APPROVED AS TO FORM:
Deputy Attorney General
Dated: d 2 67 o
eosa\coh\tmk(3)2-1-12:por09\parkmaintbsyd.ij3
-2-
DEPARTMENT OF LAND AND NATURAL RESOURCES
LAND DMSION
P.O. BOIL W1
IIObOl1AO. MW" BBBOB
STATE OF HAWAII
Office of the Lieutenant Governor
THIS IS TO CERTIFY That the within is a true copy of
Executive Order No. 13 R 2 5 setting aside land for public
purposes, the original of which is on file in this office.
IN TESTIMONY WHEREOF, the Lieutenant
Governor of the State of Hawaii, has
hereunto subscribed her name and caused
the Great Seal of the State to be affixed.
I
�-
DONE in Honolulu, this 02e day of
A.D. 2000
-3-
DEPARTMENT OF LAND AND NATURAL RESOURCES
LAND DIVISION
P.O. gp%!2t
t �
STATE OF HAWAII
GuRvEv DIVISION
22,961 DER. Or ACCOUNTING AND GENERAL SERVICES April 3, 2000
C.�.I, w 11ONGJIW
ADDITION TO
COUNTY PARKS MAINTENANCE SECTION SITE
Waiakea, South Hilo, Island of Hawaii, Hawaii
Being a portion of the Government (Crown) Land of %dakea.
Beginning at the southwest comer of this parcel of land and at the
southeast comer of County Parks Maintenance Section Site, Governor's Executive
Order 2283, the coordinates of said point of beginning referred to Government Survey
Triangulation Station 'HALAI" being 3113.00 feet South and 12,432.73 feet Fast,
thence running by azimuths measured clockwise from True South: -
1. 161° 00' 354.30 feet along County Parks Maintenance Section
Site, Governor's Executive Order 2283;
2. 3070 16' 168.18 feet along the remainder of the Government
(Crown) Land of Waiakea;
3. 3310 50' 49.09 feet along the remainder of the Government
(Crown) Land of Waiakea;
4. 3140 44' 48.55 feet along the remainder of the Government
(Crown) Land of Waiakea;
5. 3090 30' 94.69 feet along the remainder of the Government
(Crown) Land of Waiakea;
6. 140 14' 98.51 feet along the remainder of the Government
(Crown) Land of Waiakea;
-I-
GE -MINT "A"
Page 1 of 2
22,961
CZ.I. He.
April 3, 2000
7. 900 00' 125.00 feet along the remainder of the Government
(Crown) Land of Waiakea to the point of
beginning and containing an AREA OF
0:863 OF AN ACRE.
SURVEY DIVISION
DEPARTMENT OF ACCOUNTING AND GENERAL SERVICES
STATE OF HAWAII
Compiled from plan turn. by
Inaba Engineering, Inc., CSFs
14944, 18529 and other Govt.
Survey Records.
TMK: 2-1-12:por. 4
-2-
u rte.
Glenn J. Kodani
Land Surveyor gm
Page 2 of 2
4 county of Hawaii y�a
O
Boord at Mier Supply jt1
IJg�e Gov. Ex. �ro2318
6
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Sill F<O
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WLANI
9 County Parks Maintenance
r Section Site
O' Gov. Exec. Ord. 2283
�O (asF. 14.944)
STREET
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9 County Parks Maintenance
r Section Site
O' Gov. Exec. Ord. 2283
�O (asF. 14.944)
STREET
1
ca
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M1
331'50' 49.09 j
.314-44' 48.55 \ O
9'1e
0.863 AC.
2.
125.00
90,00,—
12,43273 -00 E
Hnw' A.
aie� Parcel C
_a (C.SF. 13,344)
ADDETiON TO REDUCED NOT TO SCALE
COUNTY : PARKS Mg1WMANCE SECTION SITE
Woiokea, South Hila, "Island of Hawaii, Hawaii
Inn fvpi - Note: - -
■®
h
q�
M1
331'50' 49.09 j
.314-44' 48.55 \ O
9'1e
0.863 AC.
2.
125.00
90,00,—
12,43273 -00 E
Hnw' A.
aie� Parcel C
_a (C.SF. 13,344)
ADDETiON TO REDUCED NOT TO SCALE
COUNTY : PARKS Mg1WMANCE SECTION SITE
Woiokea, South Hila, "Island of Hawaii, Hawaii
Inn fvpi - Note: - -
■®
Harry Kim
Mayor
February 5, 2003
Countp of 'Wdwai' i
DEPARTMENT OF PARKS AND RECREATION
101 Pauahi Street, Suite 6 • Hilo, Hawai'i 96720
(808) 961-8311 • Fax (808) 961-8411
Unitek Environmental Consultants, Inc.
930 Mapunapuna Street, Suite 200
Honolulu, HI 96819
Patricia G. Engelhard
Director
Pamela N. Mizuno
Depury Director
Re: Preliminary Site Investigation for Underground Storage Tank System Closure
For H. Harada Contractor, Inc., 24 Railroad Street, Hilo, Hawaii
Facility No. 9-600060
Project 7791 (dk/Report #49)
November 17, 1994
The County of Hawaii is negotiating the acquisition of the subject site and has reviewed the
above described report.
Before finalizing the acquisition, the County would like to confirm the absence of any and all
environmental contamination or liability and is therefore requesting your firm's submittal of a
cost proposal to conduct a hazardous waste assessment.
Thank you for your anticipated response to this request.
Since ely, /
atricia Engelhard
Director
BENJAMIN J. OAYETANO
GOVERNOR OF HAWAII
Mr. Rodney Harada
H. Harada Contractor, Inc.
430 East Lanikaula Street
Hilo. Hawaii 96720
Dear Mr. Harada:
STATE OF HAWAII
DEPARTMENT OF HEALTH
P.O. BOX 3378
HONOLULU, HAWAII 96801
July 29, 1997
Subject: H. Harada Contractor
25 Railroad Road
Facility ID No. 9-600060
LAWRENCL MIKE
DIRECTOR OF HEALTH
In reply, please refer to
EMDISHW
U07111 RK
This is a follow-up to the July 24, 1997 telephone call between you and Roxanne
Kwan regarding the status of the underground storage tanks (USTs) at the subject
location.
We have amended our database to reflect the permanent closure of a 1 ,000 gallon
diesel and a 1,000 gallon UST. As requested, we have enclosed a printout of the
status of your USTs.
Should you have any questions, please contact Ms. Roxanne Kwan at
(808) 586-4226.
Sincerely,
STEVEN ': K. CHANG, P.Ec`Cj
Solid and Hazardous Waste Branch
SYKC:RK:alk
Enclosure
24 -Jul -97
Page 1
Owner Name: Owner ID: 386
H. HARADA CONTRACTOR, INC.
430 E. LANIKAULA St
Hilo, HI 96720
Facility ID:
Facility Name:
9-600060
H. HARADA CONTRACTOR, INC.
24 RAILROAD AVE
Hilo, HI 96720
Tank ID: R-782611
Capacity: 1000 gallons
Installed:
4/30181
Permanently Out of Use
Stored Substance: Gasoline
Closed:
1212/94
Tank ID: R-782612
Capacity: 1000 gallons
Installed:
4!30/81
Permanently Out of Use
Stored Substance: Diesel
Closed:
122194
24 -Jul -97
Page 1
ENVIRONMENTAL ASSESSMENT
AT THE
H. HARADA CONTRACTOR, INC.
24 RAILROAD STREET
HILO, HAWAII
FACILITY NO. 9-600060
LATITUDE: 190 42' 33" LONGITUDE: 1550 03' 45"
PRELIMINARY SITE INVESTIGATION
FOR
UNDERGROUND STORAGE TANK SYSTEM
CLOSURE
NOVEMBER 17, 1994
prepared for
H. HARADA CONTRACTORS, INC.
430 EAST LANIKAULA STREET
HILO, HAWAII 96720
(808) 935-8083
prepared by
UNITEK ENVIRONMENTAL CONSULTANTS, INC.
930 MAPUNAPUNA STREET, SUITE 200
HONOLULU, HAWAII 96819
(808) 836.0555
PROJECT 7791
(dk/Report #49)
TABLE OF CONTENTS
Text
Executive Summary .....................
Commonly Used Abbreviations....
Introduction/Pu rpose...................
Background ................................
Procedures and Observations......
Sampling and Analysis .................
Findings......................................
Discussion and Recommendations
References ..................................
Tables
Table 1 Descriptions and Locations of Soil Samples Collected ..............
Table 2 Types of Analyses, Methodologies, and Sample Numbers .......
Table 3 Results of Organic Vapor Monitoring and Locations of Samples
Table 4 Results of Laboratory Analyses of Soil Samples for TPH as
Diesel, TPH as Gasoline, and BTE...........................................
Appendix
Figure 1 Location Map
Figure 2 Site Layout
Figure 3 Cross Section and Sample Locations
Figure 4 PID Reading Locations
Non -Hazardous Waste Manifests
Photoionization Detection Device Information Sheet
Laboratory Reports
Chain -of -Custody Records
Photographs
Page
2
3
4
6
7
9
11
14
15
10
10
11
13
16
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 2 of 16
EXECUTIVE SUMMARY
A limited subsurface investigation was conducted at the H. Harada Contractor, Inc. equipment
yard located at 24 Railroad Street, Hilo, Hawaii. The investigation was designed to document the
condition of soil in the excavation following the removal of one 1,000 gallon underground storage
tank (UST) used to store diesel fuel and one 1,000 gallon UST used to store gasoline.
During closure activities, no visual or olfactory evidence of petroleum contamination were
observed in soils removed from the excavation, in the walls of the excavation, or beneath the
dispensers. Field screening using a photoionization detection device (PID) indicated organic
vapor levels which would indicate grossly contaminated soil beneath the east and west ends of
the diesel UST and beneath the diesel dispenser. According to the Hawaii State Department of
Health (DOH) Technical Guidance Manual (TGM) for the closure of USTs, the criteria for the
identification of grossly contaminated soil using organic vapor readings for diesel is 50 parts per
million (ppm) (State of Hawaii, DOH, 1992). Laboratory analysis of soil samples collected beneath
the diesel UST and its dispenser indicated detectable levels of total petroleum hydrocarbons
(TPH) as diesel. TPH as gasoline was not detected beneath the gasoline UST or its dispenser.
No groundwater was encountered during the excavation of these USTs
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 3 of 16
COMMONLY USED ABBREVIATIONS
For your convenience, we have provided a list of commonly used abbreviations:
ATH Ambient Temperature Headspace
BDAT Best Demonstrated Available Technology
BG Below Grade
BGS Below Ground Surface
BTXE Benzene, Toluene, Xylene, and Ethylbenzene
CERCLA Comprehensive Environmental Response, Compensation, and Liability Act
DHS Department of Health Services
DOH Department of Health
DOT Department of Transportation
DOO Data Quality Objective
EPA Environmental Protection Agency
HCL Hydrochloric Acid
HNO3 Nitric Acid
HSWA Hazardous and Solid Waste Amendments
GEPA Guam Environmental Protection Agency
ICS Incident Command System
IDLH Immediately Dangerous to Life and Health
LDR Land Disposal Restrictions
LUFT Leaking Underground Fuel Tank
MG/KG Milligrams/kilogram
MG/L Milligrams/liter
ML Milliliter
MM Millimeter
MRL Method Reporting Limit
MSDS Material Safety Data Sheet
NA Not Analyzed
ND Non -Detectable
NIOSH National Institute of Occupational Safety & Health
NPL National Priorities List
OSHA Occupational Safety and Health Administration
OSLF Off -Site Location Facility
PCBs Polychlorinated Biphenyls
PID Photoionization Device
PPB Parts per billion
PPE Personal Protective Equipment
PPM Parts per million
PRP Potentially Responsible Party
QA/QC Quality Assurance/Quality Control
RCRA Resource Conservation and Recovery Act
RQ Reportable Quantity
SARA Superfund Amendments and Reauthorization Act
SQG Small Quantity Generator
TCLP Toxicity Characteristic Leaching Procedure
TMK Tax Map Key
TPH Total Petroleum Hydrocarbons
TPO Tank Pull Out
TSCA Toxic Substances Control Act
TSDF Treatment, Storage, and Disposal Facility
USCG United States Coast Guard
UG/KG Micrograms/kilogram
UG/L Micrograms/liter
UST Underground Storage Tank
VOA Volatile Organic Analysis
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 4 of 16
INTRODUCTION/PURPOSE
Unitek Environmental Consultants, Inc. (UEC) was retained by H. Harada Contractor, Inc. (H.
Harada) to document work performance, conduct monitoring procedures, and perform limited
assessment services following the removal of one 1,000 gallon diesel UST and one 1,000 gallon
gasoline UST from the H. Harada facility located at 24 Railroad Avenue, Hilo, Hawaii.
The objectives of UEC were to provide H. Harada with documentation detailing the condition of
the area surrounding the UST systems and to identify the immediate and most recognizable
environmental concerns relative to soil contamination due to petroleum hydrocarbons and related
substances. Specifically, UEC was tasked to:
Visually inspect and document by photography the conditions of the LISTS and
soil after excavation of the UST systems.
2. Perform field testing using a PID to monitor concentrations of organic vapors in
the excavation and to guide soil sampling activities.
3. Perform limited soil sampling and analysis in the UST excavation.
4. Evaluate the results of the assessment to determine if further environmental
investigation is warranted.
5. Compile and refine data to be presented and prepare a written report.
The data quality objectives (DQOs) for this preliminary site investigation were to determine the
presence or absence of petroleum related contaminants in the UST excavation. Analytical
parameters were chosen based on information on the past use of the UST systems as supplied by
the client. Field data obtained with the PID were used as Level I analytical support and laboratory
data were used as Level III analytical support (EPA, 1987). Users of data collected as part of the
project are to include the implementing agency (State of Hawaii DOH), UEC, and the client.
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 5 of 16
Although this survey provides data on the relative presence or absence of suspect contaminants
in the areas sampled, it should not be construed as a detailed delineation of the presence or
extent of contamination existing in other areas of the facility.
Given the often obscure and elusive nature of hazardous substances and the enormous liabilities
they may represent, UEC will not provide guarantees that negative findings during this preliminary
site survey confirm the absence of all environmental contamination or liability. A far more in-depth
investigation involving extensive sampling and laboratory analysis would need to be requested by
the client for such assurance. Unitek Environmental Consultants, Inc. expressly disclaims any and
all liability for representations, expressed or implied, contained in, or for omissions from this report,
or any other written or oral communication transmitted to any party during the course of this survey
which might be interpreted as establishing the total extent of all environmental liability present at
the subject property/facility.
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 6 of 16
CL�ff�II�
Land Use:
The site is a construction equipment yard located in an industrial section of Hilo, Hawaii. The site is
bounded by Railroad Avenue to the east and various businesses to the west, north, and south
(Figures 1 and 2).
The Underground Storage Tank Systems:
The USTs were located approximately 5 feet northwest of the petroleum storage shed (Figure 2).
UST 1, the diesel UST, was located to the south of UST 2, the gasoline UST. One dispenser was
associated with each of the USTs. A total of 57 feet of product piping was associated with the
USTs. According to DOH UST Database Listing, the tanks were installed in 1981. They were
placed out of service in April 1994. The USTs were used for fueling fleet vehicles.
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 7 of 16
PROCEDURES AND OBSERVATIONS
Excavation and Tank Decommissioning Activities:
Excavation activities, performed by H. Harada, commenced on October 18, 1994 and were
completed on the same day. At the time closure activities were performed, no product remained
in the tanks.
Prior to excavation, personnel from Unitek Environmental Services, Inc. (UES) monitored the
vapors within the USTs with a GasTech combustible gas indicator (CGI). The CGI was calibrated
according to instructions in its accompanying user's manual with methane. Vapors in the USTs
were below 10% of the lower explosive limit (LEL) Therefore, degassing procedures were not
performed.
Prior to arrival of UEC personnel at the site, the tops of the USTs were excavated. Excavation
revealed that the USTs were buried beneath approximately 2.5 feet of dark brown gravely silty
sand. The fill pipe of each of the USTs was located on the east end, and a product line and vent
line were located on the west end of each UST. The invert level (base) of each tank was
approximately 6.5 feet below the surface. The USTs were removed from the excavation using a
backhoe and placed on the side of the excavation for cleaning and removal by UES. A visual
inspection of the USTs revealed no visible holes and only minor corrosion.
The excavation resulting from the removal of the UST measured approximately 22 feet long by 11
feet wide by 6.5 feet deep. No visual or olfactory evidence of petroleum contamination were
present in the excavation. However, PID readings indicated the presence of grossly
contaminated soil beneath the diesel UST and the diesel dispenser. PID readings did not indicate
the presence of grossly contaminated soil beneath the gasoline UST or its dispenser. Soil
samples for laboratory analysis were collected 115 feet below each end of the USTs. The results
of laboratory analysis of the sample are provided in the "Findings" section of this report.
Groundwater was not encountered during the excavation of these USTs.
The UST was cleaned on site by UES then removed for disposal as scrap metal. The tanks were
cut open by UES with a "cold cut" saw and thoroughly cleaned according to OSHA regulations
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 8 of 16
1915.15 and guidelines provided by the American Petroleum Institute (API, 1976, 1982). The
Lipper interior surface of each tank was cleaned using a hand held bristle brush, and the region
below the sludge line was cleaned using a flat scraper. Sludge and liquid generated during
cleaning of the tanks were placed in a new Department of Transportation (DOT) 17C open head
drum for recycling. The USTs were disposed of by H. Harada. Documents regarding the
disposition of the USTs and the material generated during cleaning are provided in the Appendix
to this report.
Following removal of the USTs, the excavation was backfilled using material removed during
excavation and fill material brought from off site.
Environmental Assess lent at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 9 of 16
SAMPLING AND ANALYSIS
Field Monitoring:
Field soil samples were screened for organic vapors with a PID using the ambient temperature
headspace (ATH) method. These samples were collected In resealable polyethylene plastic bags
and allowed to remain at ambient temperature for 15 minutes. After the allocated time, the PID
probe was inserted into the headspace of the plastic bag. Ionizable organic vapors in the
headspace were then directly monitored by the PID.
Soil Sampling:
Table 1 includes descriptions and locations of samples collected for this investigation. The
sample locations are shown on Figure 3.
Laboratory samples were collected in pre -cleaned (EPA protocol) glass jars supplied by the
analytical laboratory. Each jar was completely filled with soil collected by the backhoe operator
from a freshly exposed soil surface by inserting the jar into the soil in the backhoe bucket. Upon
removal, each jar was tightly covered with a Teflon -lined, threaded cap. All samples were
appropriately labeled, stored on 'Blue Ice" refrigerant in an ice chest to minimize volatilization of
petroleum hydrocarbons, and transported to the analytical laboratory for analysis. Prior to
collection of each sample, the UEC field geologist donned a fresh pair of clean rubber gloves to
prevent cross -contamination of samples. The chain -of -custody record for the samples sent to the
laboratory are included in the Appendix to this report.
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii,
UEC Project 7791, November 17, 1994, Page 10 of 16
TABLE 1
Descriptions and Locations of Soil Samples Collected
Sample
No.
Descri t�
Location
7791-T1
W
Soil
Beneath west end of diesel UST, 8 feet below
ground surface
7791-T1
E
Soil
Beneath east (fill pipe) end of diesel UST, 8
feet below ground surface
7791-T1
D
Soil
Beneath diesel dispenser, 1.5 feel below
ground surface
7791-T2W
Soil
Beneath west end of gasoline UST, 8 feet
below ground surface
7791-T2E
Soil
Beneath east (fill pipe) end of gasoline UST, 8
feet below ground surface
7791-T2D
Soil
Beneath gasoline dispenser, 1 foot below
ground surface
Laboratory Analysis
Table 2 includes the types of analyses, methodologies, and the sample numbers of samples
collected for this investigation.
TABLE 2
Types of Analyses, Methodologies, and Sample Numbers
jy."
TPH as diesel
TPH as gasoline
BTE
Method
EPA Method 8015M
EPA Method 8015M
EPA Method 8020
Sample Numbers
7791-T1E, 7791-T1W, 7791-TlD
7791-T2E, 7791-T2W, 7791-T2D
7791-T2E, 7791-T2W, 7791-T2D
Environmental Assess lent at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 11 of 16
FINDINGS
Organic Vapor Monitoring:
The results of the organic vapor monitoring and locations of samples are presented in Table 3 and
on Figure 4. These results indicate organic vapor levels ranging from 48 to 125 ppm.
TABLE 3
Results of Organic Vapor Monitoring and Locations of Samples
Sam Ip e No.
Location
PID Reading
(ppm)
1
Beneath west end of gasoline UST, 8
95
(7791-T2W)-
feet below ground surface
2
Beneath east (fill pipe) end of diesel
1 2 0
(7791-T1 E)
UST, 8 feet below ground surface
3
Beneath west end of diesel UST, 8 feet
100
(7791-T1 W)'
below ground surface
4
Beneath east (fill pipe) end of gasoline
125
(7791-T2E)'
UST, 8 feet below ground surface
5
Beneath diesel dispenser, 1.5 feet
1 0 2
(7791-T1 D)'
below ground surface
6
Beneath gasoline dispenser, 1 foot
120
(7791-T2D)'
below ground surface
7
East wall of excavation, 4 feet below
60
ground surface
8
South wall of excavation, 5 feet below
62
ground surface
9
West wall of excavation, 6 feet below
54
ground surface
10
North wall of excavation , 3 feet below
48
ground surface
ppm = parts per million
Bold = Above criteria for gross contamination using PID readings
'Parentheses indicate soil sample collected for laboratory analysis associated
with field aliquot
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 12 of 16
Laboratory Analyses:
The results of the laboratory analyses for TPH as diesel, TPH as gasoline, and BTE performed on
the soil samples collected during this project are presented in Table 4. Findings of laboratory
analyses of the soil samples indicate:
Nondetectable levels of TPH as gasoline for all samples analyzed;
Nondetectable levels or levels below the DOH recommended cleanup criteria for
all samples analyzed; and
Detectable levels of TPH as diesel in both samples collected from beneath the
diesel UST and in the sample collected from beneath the diesel dispenser.
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii,
UEC Project 7791; November 17, 1994; Page 13 of 16
TABLE 4
Results of Laboratory Analyses of Soil Samples
for TPH as Diesel, TPH as Gasoline, and BTE
Sam Ip a No. TPH as Diesel
TPH as Gasoline
BTE
(mg/kg)
(mg/kg)
(mg/kg)
7791-T1E 60
NA
NA
7791-TlW 25
NA
NA
7791-T1D 27
NA
NA
7791-T2E NA
ND
ND
7791-T2W NA
ND
ND
7791-T2D NA
ND
ND/
0.005/
0.010
DOH
Recommended NS
NS
1.7/
Cleanup
Criteria
21.0/
1.4
MRL 10
5
0.005
NS
= No Standard
ND
= Non-detectable
NA
= Not analyzed
= Benzene/toluene/ethylbenzene
mg/kg
= milligrams/kilogram
ppm
= parts per million
(mg/kg)
= ppm
MRL
= Method reporting limit
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 14 of 16
DISCUSSION AND RECOMMENDATIONS
Future Land Use:
The site will continue to be used as a construction equipment baseyard.
Discussion/Recommendations:
Field observations and laboratory analysis of soil samples collected from the UST excavation
indicated evidence of a possible petroleum release from the diesel UST and diesel dispenser
which were removed. Based on the information gathered during this investigation and the
laboratory analysis performed by Environmental Laboratory of the Pacific, UEC recommends
additional sampling and analysis in the area of the diesel UST and diesel dispenser to determine if
BTE and polynuclear aromatic hydrocarbons, DOH constituents of concern, are present.
A copy of this report as well as the UST change in status form (Form 7530) should be sent to the
DOH at the address listed below:
Hawaii Stale Department of Health
Solid and Hazardous Waste Branch
Underground Storage Tank Division
919 Ala Moana Blvd., Room 212
Honolulu, Hawaii 96814
In addition, a copy of this report should be retained as part of the tank owner's records for a period
of at least 3 years.
Environmental Assessment at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii;
UEC Project 7791; November 17, 1994; Page 15 of 16
REFERENCES
American Petroleum Institute, Cleaning Petroleum Storage Tanks, API Publications 2015,
Second Edition, 1976.
American Petroleum Institute, Guidelines for Protecting Against Lead Hazard When Dismantling
and Disposing of Steel from Tanks that Contained Leaded Gasoline, API 23202, Second
Edition, 1982.
California State Water Resources Control Board. Leaking Underground Fuel Tank (LUFT) Field
Manual, 1988.
U. S. EPA. Test Methods of Evaluating Solid Waste, Physical/Chemical Methods, SW -846. Third
Edition. Office of Solid Waste and Emergency Response, U.S. EPA, Washington, D.C., 1986.
U. S. EPA, Data Quality Objectives for Remedial Response Activities, EPA 1540 1G-87/003,
Office of Emergency and Remedial Response and Office of Waste Programs Enforcement,
U.S. EPA, Washington, D.C., March 1987.
U. S. EPA, Title 40 CFR Part 280: 'Technical Standards and Corrective Action Requirements for
Owners and Operators of Underground Storage Tanks (UST)" from Title 40 Code of Federal
Regulations Parts 190 to 299. Office of the Federal Register National Archives and Records
Administration: U. S. Government Printing Office, Washington, D. C., 1989.
Environmental Assess lent at H. Harada Contractor,
24 Railroad Avenue, Hilo, Hawaii,
UEC Project 7791, November 17, 1994, Page 16 of 16
APPENDIX
Island of Hawar.
43
42
41
Project N.
Legend
.Underground Injection
.O Injection Well
Q Drinking Source
Q Other Well
4 3
RN: State d Hawak, Osimi tent d Health, Undetgnxeai Injebm CaYd Program
Hilo Ouadme, . Heats - Island end County of Havaii
7.5 Mint, Series (TopograpHc) Map H-07
(Not to Scale)
Figure 1:
Harada Yard TPO
Unitek Environmental
I
I
I
I
I
° 7791
H. HARADA
OFFICE/
WAREHOUSE
BUILDING
E �
'L
PROPERTY LINE
TANK I (DIESEL)
TANK 2 (GASOLINE)
ADJOINING TMK 2-2-37:93
0 30' 60'
SCALE: 1'=30'
EM
7791F2 s FA m 3°0
DISPENSER ISLAND
AREA OF EXCAVATION
NEIGHBORING PROPERTY WALL
SITE LAYOUT
Harada Yard TPO
FIGURE 2
ADJOINING TMK 2-2-37:92
i
:onsuftonts. elnc. j
WEST
DARK BROWN 6.5'
GRAVELLY
SILTY SAND
4' DIAMETER
1,000 GALLON CAPACITY
STEEL DIESEL UST
2'PL —1 p
r $ FP
2"VL
7791_T1E,__
12'
[GROUNDWATER
2LEVEL
TANK 1
WEST
2"PL
2"VL
DARK BROWN 6.5'
GRAVELLY
SILTY SAND
i
I
_--------- 7791 -T2W
GROUNDWATER LEVEL
LEGEND:
0 = SOIL SAMPLE
FP = FILL PIPE
VL = VENT LINE
PL - PRODUCT LINE
UST= UNDERGROUND STORAGE TANK
T - GROUNDWATER LEVEL
0 5' 10'
SCALE: 1"=5'
`7791 °enw"1anQ EM
s° "'M.Ehle "10/2D/94
...A er. owe
7791F3 � r�- w
4' DIAMETER
1,000 GALLON CAPACITY
STEEL GASOLINE UST
r 4' FP
-- _7791-T2E'_
_
12'
22'
TANK 2
7791 -DI
DISPENSER 1
EAST[>
J, °--- i
----------
EAST n,>
A
I
I
GROUND -
LEVEL
I
I
CEMENT
DISPENSER D
1'
07791 -D2
TANK CROSS SECTIONS do SAMPLE LOCATIONS
Harada Yard TPO
FIGURE 3
DISPENSER 2
Unitek Environmental Consultants, Inc.
1,001 v
51EEI-
GA �ON
1,000
0 5' 10'
SCALE: i' = 5'
`7791 c°"'""onb EM
010 " M.Ehle °v" 10/20/94
Md Or• Do s
tan Na. Dvfc
779 1 F4 c� soak 1/1
0AI)
PID
READING
NUMBER
PID
READING
LOCATION
PID
READING
DEPTH
PID
READING
m
I
WEST END TANK 2
8'bgs
95
2
EAST END TANK 1
8'bgs
120
3
WEST END TANK 1
B'bgs
100
4
EAST END TANK 2
B'bgs
125
5
DISPENSER OF TANK 1
1.5'bgs
102
6
DISPENSER OF TANK 2
1.0'bgs
120
7
EAST WALL OF EXCAVATION
4'bgs
60
8
SOUTH WALL OF EXCAVATION
5'bgs
62
9
WEST WALL OF EXCAVATION
6'bgs
54
10
NORTH WALL OF EXCAVATION
3'bgs
48
PID READING LOCATIONS
Harada Yard TPO
FIGURE 4
Unitek Envlrann ntal
Please print or type. (Form designed for use on elite (12-pncn) typewriter )
Ferminn—. nuou.. vrcnm
Sgie FIS REV -4 LtlMrrWr. M MrMkan labrnrk Co., Chicago. x. spouts (800MI sece
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EPA r«m 8100-1R Ian 9 -sal Aevaus edtiorr en ObreYM
UNIFORM HAZARDOUS
11, Generator's US EPA ID No. Manifest
Document Na.
2. Page
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WASTE MANIFEST
taniGi �B,r i
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3. Generator's Name and Mailing Address
A. State Its"test Document Number
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2� �LwrLiZc�n .4•t/ ally t/l 96Bu
B. State Generatoes ID
4. Generator's Phone (
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5. Transporter 1 Company Name 6. US EPA ID Number
C. State Traneportsea ID
ri�r�•er.0 6•vvi�i✓•-. ev>a7C- .>�xs�.c6 H / T a 41 e G 1
D. Transporteh Phone ga4)4 -r
7. Transporter 2 Company Name 8. US EPA ID Number
JE. State Transportses ID
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19. Designate�Facility Name and Site Address 10 US EPA ID NumbeState
F. Transporter'sPhone oil
Facility's ID
t1.v/r'E7C. Esvvi.tr-Ih Ovy<l.�sEsl[..✓8L_
9/-tZ5 Kaow+'a Leop
facility Phone
6�Z-1365
Sn a a�Gl 1 7 0603190f�
11. US DOT Description (Including Proper Shipping Name, HazardTotal
13
14.
Unit
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Waste No.
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Quantity
iwtfv,:
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K. Handling Codes for Wastes LM M Above
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15. Special Handling Instructions and Additional Information
16. GENERATOR'S CERTIFICATION: I hereby declare that the contents of this consignment are fully and accurately described above by
proper shipping name and are classified, packed, marked, and labeled, and are in all respects in proper condition for transport by highway
according to applicable International and national government regulations.
It I am a large quantity generator. I certify that I have a program in piece to reduce the volume and toxicity of waste generated to the degree I have determined to be
econantca"y practicable and that I have selected the pracucabte method of trealmenl, storage, or disposal currently available to me which minimizes the present and
future threat to human health and the environment: OR, if I am a small quantity generator, I have made a goad faith eHorl minimize my waste generation and select
the best waste management method that is available to me and that I can afford.
etl/Typetl Name
u k4. Q
Signa Month Day Year
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17. Transporter 1 A knowledgement of Receipt of Materials
N
Printed/Typed Name
Signature Month Day Year
P
G_ c oa /
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18. Transporter 2 Acknowledgement of Receipt of Materials
T
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Sgnatu Month Day Year
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19. Discrepancy Indication Space
A
13c,'. 41I u-,c,��Ais es�,w.a�e� t-,,��e�� ve, f,te
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20. Facility Owner or Operator: Certification of receipt of hazardous materia red by this m nifest except as noted in Item 19.
Print ped Na a
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Please print or type. (Form designed for use on elite I Ioh) typewriter.)
Form Ajpmvea Obrn No : C°n;Pio Expr/Ps 9W 94
Style F16 REV6 LABELMASTER, M AMERICAN LAaELMARK CO., CHICA00, IL WNe 111""-sm EM Form ellq-PYA IRrv. 4BB PrevleMs eauone ✓e oWaMe
UNIFORM HAZARDOUS
21. Genera,oes US EPA ID No. Manifest Document No
e. Page Information in the shaded
WASTE MANIFEST
L. c areas is not required by Federal
(Continuation Sheet)
er%o CuuF-c
law.
2/yA a m
C:i umemNumber�.�i__-
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24. Transporter 3 Company Name 25. US EPA ID Number
26. Transporter Company Name 27. US EPA ID Number
-
29. Containers
30.
31,
- - -
26. US DOT Description (Including Proper Shipping Name, Hazard Class, and lD Number)
Total
Unit
W
NM
No. Type
Quantic
Wol
W
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b.
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32. Special Handling Instructions and Additional Information
T
33. Transporter _ Acknowledgement of Receipt of Materials
Date
A
Printed/Typed Name
Signature
Month Day Year
N
8
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P
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34. Transporter _ Acknowledgement of Receipt of Materials
Date
A
Printed/Typed Name
Signature
Month Day Year
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35. Discrepancy Indication Space
A
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Style F16 REV6 LABELMASTER, M AMERICAN LAaELMARK CO., CHICA00, IL WNe 111""-sm EM Form ellq-PYA IRrv. 4BB PrevleMs eauone ✓e oWaMe
Photoionization Detection Device Information Sheet
Project Name: Kihei #3 & #4
Project Number: 7570
Manufacturer: HNu Systems, Inc.
Model: Hw 101
Serial Number: # 970179
Detection Limit: 0.1 ppm
Lamp: 10.2 eV q 10.6 eV 10.7 eV 11.7 eV
Calibration:
Type of Gas Benzene
Concentration 100 ppm
Calibration Date/Reading April 1, 1992
Calibration Check:
Type of Gas Isobutylene
Concentration 100 ppm
Calibration Check Date/Reading 10/18/94
Calibration Check Performed By: Ervin Malalis
Laboratory Report
Client: Unitek Environmental Consultants, Inc.
930 Mapunapuna St., Suite 200
Honolulu, HI 96819
Attention: Ned Murphy
Client Job No.: 7791-8189
Sample Description: Samples from H. Harada
Sample Matrix: soil
Date Analysis
Dae Analysis
TPH in soil
21 -Oct -94 Extraction
21 -Oct -94 Diesel
Client
Mat
Lab
Method Units
Page: 1 of 3
ELP Project No.: 6441b
Report Date: 27 -Oct -94
Date Collected: 18 -Oct -94
Date Received: 18 -Oct -94
//91-I ZW
BTEX in soil
20 -Oct -94
Extraction
20 -Oct -94
Benzene
20 -Oct -94
Toluene
20 -Oct -94
Ethylbenzene
20 -Oct -94
Xylenes
ND
TPH in soil
20 -Oct -94
Extraction
20 -Oct -94
Gasoline
Dae Analysis
TPH in soil
21 -Oct -94 Extraction
21 -Oct -94 Diesel
Client
Mat
Lab
Method Units
Page: 1 of 3
ELP Project No.: 6441b
Report Date: 27 -Oct -94
Date Collected: 18 -Oct -94
Date Received: 18 -Oct -94
//91-I ZW
//91-IZL
7791-12D
soil
soil
soil
Method Blank 101894-33
101894-36
101894-38
MRL Results Results
Results
Results
EPA 5030
7791-TlE
7791-TlW
7791-TlD
Matrix:
EPA 8020
mg/Kg (ppm)
0.005
ND
ND
ND
ND
EPA 8020
mg/Kg (ppm)
0.005
ND
ND
ND
0.005
EPA 8020
mg/Kg (ppm)
0.005
ND
ND
ND
0.010
EPA 8020
mg/Kg(ppm)
0.010
ND
ND
ND
0.025
EPA 5030
EPA 8015M
mg/Kg (ppm)
5
ND
ND
ND
ND
ClientlD:
7791-TlE
7791-TlW
7791-TlD
Matrix:
soil
soil
soil
Lab ID:
Method Blank 101894-34
101894-35
101894-37
Method Units MRL Results Results Results Results
EPA 3550
EPA 8015M mg/Kg (ppm) 10 ND 60* 25* 27
* Analyte is not indicative of a diesel pattern. Hydrocarbons heavier than diesel present.
r
/.J� > F
Approved by: / �� Approved by,: C ` �7 C d
Jeffrey Bryn L oraf'oryM an
, Dirk Koeppenkastrop, Plf Laboratory Director
i
91. Pacific
Quality Control Data
Page: 2 of 3
ELP Project No.: 6441b
Report Date: 27 -Oct -94
-- —
SPIKES
——
Lab ID:
LCS1
LCS2
MS
MSD
Units:
%R
%R
RPD
%R
%R
RPD
Lab ID
Analysis
Method
Results
Results
Results
Results
Results Results
BTEX in soil
101994-04
Benzene
EPA 8020
101
NA
NA
101
101
0
101994-04
Toluene
EPA 8020
102
NA
NA
101
98
3
101994-04
Ethylbenzene
EPA 8020
94
NA
NA
97
94
3
101994-04
Xylenes
EPA 8020
98
NA
NA
103
98
5
TPH in soil
101994-04
Gasoline
EPA 8015M
90
NA
NA
76
77
1
101994-06
Diesel
EPA 8015M
110
90
20
92
84
9
Approved by ZW2-
Dirk Koeppen PhD, L boratory Director
E.L Pacific
Definitions
D
Duplicate
LCS
Laboratory Control Sample
MS
Matrix Spike
MSD
Matrix Spike Duplicate
MRL
Method Reporting Limit
NA
Not Applicable
ND
Not Detected at the MRL
NR
Not Requested
OS
Original Sample
%R
Percent Recovery
PDS
Post Digestion Spike
RPD
Relative Percent Difference
Page: 3 of 3
ELP Project No.: 6441b
Report Date: 27 -Oct -94
Approved by: 40kgig� Approved b
Jeffrey B L o, to ar} Dirk Koepenkast p, PhD, aboratory Director
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Photo 1: Tank 1 & Tank 2 exposed. H. Harada personnel is shown attaching cables to
Tank 1 in preparation for tank removal with a crane. View is to the west.
Photo 2: Soil excavated from around tanks. Soil is stockpiled on and covered by plastic.
Ref Job No.7791
OW
Photo 3: Tank 1 lifted from excavation with crane. View is to the west.
v
Tank 2 is lifted from excavation with crane.
Note: Tank 1 is already removed from excavation.
Ref ..lob No -7791
Photo 5: UES personnel cold cutting Tank 1 (diesel). View is to the south.
Note: LEL of Tank 1 was below 10% of the explosive limits.
Ref Job No.7791