United States
Environmental Protection
Agency
Office of
Emergency and
Remedial ResponM
EPA/ROD/P09-85/010
September 1985
Superfund
Record  of Decision:
Del  Norte, CA

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TECHNICAL REPORT DATA
(Please read Instructions on the rtvtnt before completing)
1. REPORT NO.
EPA/ROD/R09-85/010

4. TITLE AND SUBTITLE
SUPERFUND RECORD OF DECISION
Del Norte, CA

7. AUTMORISI
0. PERFORMING ORGANIZATION NAME AND ADDRESS .

12. SPONSORING AGENCY NAME AND ADO
U.S. Environmental Protectio
401 M Street, S.W.
Washington, D.C. 20460

RESS
n Agency
3. RECIPIENT'S ACCESSION NO.
8. REPORT DATE
September 30, 1985
6. PERFORMING ORGANIZATION CODE
8. PERFORMING ORGANIZATION REPORT NO.
10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO.
13. TYPE OF REPORT AND PERIOD COVERED
Final ROD Report
14. SPONSORING AGENCY CODE
800/00
IS. SUPPLEMENTARY NOTES :
16. ABSTRACT
The Del Norte County Pesticide Storage Area Site, located approximately one mile
northwest of Crescent City, CA consists of less than one acre of land contaminated with
a variety of herbicides, pesticides, and volatile and semi -volatile organic compounds.
Interim and emergency storage activities that occurred during the site operations from
1970 to 1981 have resulted in the contamination of soil and ground water onsite.
Available documentation about the actual day-to-day site operations is inadequate.
However, site investigations revealed that a sump, approximately 15 feet by 20 feet,
is the primary area of soil contamination, with organic compounds detected to a depth
of approximately 15 feet below grade. It is suspected that wastes and/or rinse water
were disposed of in the sump. Primary contaminants detected in both soil and ground
water are 2,4-D and 1,2 dichloropropane. •
The selected remedial action for the site includes : excavation and off site disposal
of approximately 700 cubic yards of soils from the sump and trench areas to a RCRA ap-
proved< facility; extraction of contaminated ground water; treatment of ground water
contaminated by organics and pesticides by carbon adsorption; offsite disposal of
spent carbon filters to a RCRA approved facility; treatment of chromium contaminated
ground water by coagulation and sand filtration technologies; offsite disposal of
chromium-rich waste brine to a RCRA approved facility; piping treated ground water to
(see separate sheet) „
17.
t. DESCRIPTORS
KEY WORDS AND DOCUMENT ANALYSIS
6.IDENTIFIERS/OPEN ENDED TERMS
Record of Decision
Del Norte, CA •
Contaminated Media: gw, soil .
Key contaminants: VOCs, 2,4-D, .. .
1,2 dichloropropane, herbicides, pesticides, .
chromium
18. DISTRIBUTION STATEMENT
19. SECURITY CLASS (Tliit Report) .
None
20. SECURITY CLASS (Thii pagt)
None

c. COSATl Field/Croup

21. NO. OF PAGES
53
22. PRICE
CPA Fo»m 2220-1 (R»». 4-77)    PREVIOUS EDITION is OBSOLETE

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        Insert the price set by the National Technical Information Service or the Government Printing Office, il  known.  .
EPA Form 2220-1 
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SUPERFUND RECORD OF DECISION                                                  .
Del Norte, CA


Abstract - continued        .


the County Sewer main; and ground water monitoring in accordance with RCRA Part  264,
Total capital cost is estimated to be  $1.24 million with no O&M requirements.

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                        Record of Decision
                  Remedial Alternative Selection

SITE   Del Norte County Pesticide Storage Area,
       Crescent City, California


DOCUMENTS REVIEWED

     My decision is based primarily on the following documents
describing the findings of EPA's Remedial Investigation and the
analysis of cost-effectiveness of remedial alternatives for the
Del Norte site:

     - Study entitled "Del Norte County Pesticide Storage Area
       Site Remedial Investigation, Draft Report*, July, 1985.

     - study entitled "Del Norte County Pesticide Storage Area
       Site Feasibility Study, Draft Report", July, 1985.

     - Summary of Remedial Alternative Selection.

     - Community Relations Responsiveness Summary.


DESCRIPTION OF SELECTED REMEDY

     - Excavation and removal of contaminated soils to a RCRA
       approved, offsite. Class 1, hazardous waste disposal
       facility.

     - Extraction of contaminated ground water.
                          '?                         •
     - Treatment of ground water contaminated by organics and
       pesticides by carbon adsorption.

     - Disposal of spent carbon filters containing organic con-
       taminants to a RCRA approved, offsite, Class I, hazardous
       waste disposal facility.

     - Treatment of ground water contaminated by chromium by
       coagulation and sand filtration technologies.

     -Disposal of chromium-rich waste brine to a RCRA approved,
       offsite, Class I, hazardous waste disposal facility.

     - Disposal of treated ground water by piping to the County
       sewer main.

     - Ground water monitoring in accordance with RCRA Part 264.

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DECLARATIONS
     Consistent with the Comprehensive Environmental Response,
Compensation, and Liability Act of 1980 (CERCLA), and the National
Oil and Hazardous Substances Contingency Plan (NCP) (40 C.F.R.
Part 300), I have determined that excavation and offsite disposal
of contaminated soils, and pumping and treatment of contaminated
ground water along with disposal of treated ground is adequate
to protect public health, welfare, and the environment.  The
State of California Department of Health Services and the North
Coast Regional Water Quality Control Board have been consulted
and fully support the approved remedy.   ~

     I have also determined that this action is appropriate when
balanced against the availability of Trust Fund monies for use at
other sites.  In addition, the off-site transport and secure
disposition of contaminated soils along with disposal of treated
ground water by piping to the sewer main is more cost-effective
than other remedial actions, and is necessary to protect public
health, welfare, and the environment.
        . 65"
       DATE                          VX   JUDITH E. AYRES
                                    •ft* Regional Administrator
                                          U.S. EPA Region 9

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  SUMMARY OF REMEDIAL ALTERNATIVE SELECTION

 DEL NORTE COUNTY PESTICIDE STORAGE AREA SITE
          CRESCENT CITY, CALIFORNIA
              September 30, 1985
        Prepared by Michele S, Dermer
           Federal Response Section
          Superfund Programs Branch
     Toxics and Waste Management Division
United States Environmental Protection Agency
              215 Fremont Street
       San Francisco, California  94105

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               SUMMARY OF REMEDIAL ACTION SELECTION

           DEL NORTE COUNTY PESTICIDE STORAGE AREA SITE
                    Crescent City, California
SITE LOCATION AND DESCRIPTION

     The Del Norte County Pesticide Storage Area Site, located
approximately one mile northwest of Crescent City, California,
consists of less than one acre of land contaminated with a variety
of herbicides, pesticides, and other compounds.  The site is
located in a rural area immediately south of McNamara Field, the
airport which serves Del Norte County (See Figure 1).  According
to the California Department of Finance, approximately 18,300
people presently reside in Del Norte County.  The population for
Del Norte County is projected to be 24,100 by the year 2000 (an
increase of about 30% over the present population).

     As of January, 1985, the population of Crescent City was
estimated at 3,280.  In 1982, EPA estimated that 250 persons
lived within one mile of the Del Norte County Pesticide Storage
Area Site.  No substantial change has occurred since then.

     The Del Norte site and the land surrounding it are owned by
Del Norte County.  The storage site itself, closed in 1981, is
fenced, locked, and posted with a public notice stating that
hazardous substances may be present.  The entire County-owned
parcel (including the site) covers an area of approximately 480
acres.  The County property is bounded on the north by state-
owned land, which is intended for use as a natural and recreational
area; on the south by Washington Boulevard and privately owned
farmland; on the east by Riverside Drive and approximately seven
private residences; and on the west by the Pacific Ocean.

SITE HISTORY

     In December, 1969,'the Del Norte County Sanitarian notified
the North Coast Regional Water Quality-Control^Board^tNCRWQCB^p""" "*
of the County's intent to operate a pesticide container storage
area. The designated site, 200 feet long and 100 feet wide, was to
be located at the southern border of the McNamara Field County
Airport, 3/4 of a mile east of the Pacific Ocean.  The County
requested operating advice and approval from the NCRWQCB, and in
January 1970, the NCRWQCB responded with suggested.operating .
procedures and requested additional information about the site.
During 1970, the site was designated by the NCRWQCB as a Class
II-2 disposal site.  It was to serve as a county-wide-collection —
point for interim or emergency :storage of pesticide containers
generated by local agricultural and forestry-related industries.
The NCRWQCB approved the site for this use, provided that all
containers were triple rinsed and punctured prior to arrival at
the site.

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Figure 1.    LOCATION MAP

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     In 1974, the California Department of Health Services (DOHS)
 issued a memorandum requiring hazardous waste handlers to comply
 with a monthly reporting system and fee schedule.  The Del Norte
 site was exempted from the rule due to the small quantities of
 waste which they handled.  DOHS requested that Del Norte County
 keep accurate records of their operations in spite of the
 exemption.          •       j

     In early November, 1976, a NCRWQCB representative inspected
 the site.  On November 12, 1976, the NCRWQCB approved the site
 for interim and emergency storage of small quantities of
 industrial and agricultural wastes and pesticide containers.  The
 NCRWQCB waived the Report of Waste Discharge requirement for the
 site, but required the County to log all incoming wastes and
 affirm that all empty containers brought to the site had been
 triple rinsed.

     Very little documentation is available about actual day-to-
 day site operations,  site investigations have revealed that a
 sump approximately 20 feet long, 15 feet wide and several feet
 deep was constructed on-site.  Testing revealed that this sump
 contains the highest chemical concentrations on-site.  It is
 likely that wastes and/or rinse water had been disposed of in the
 sump.

     On August 13, 1981, an inspection of the site by the NCRWQCB
 revealed that the in-coming drums had not complied with the
 triple-rinse and puncture procedures and that the County had
 failed to keep an accurate log of incoming wastes.  One week later,'
 the County ceased accepting deliveries at the site.  Based on an
 inspection report, there were approximately 1,600 drums on the
 site, and only a few were properly rinsed and punctured.  The
 condition of the drums ranged from badly corroded to nearly new.
 The available log of incoming wastes was inspected and found to
 date back only to 1979.  The EPA inspected the site on September
 25, 1981, and found numerous Resource Conservation and Recovery
 Act (RCRA) violations.

     As a result of the site inspections, the NCRWQCB issued-
 Cleanup and Abatement Order No. 81-213 in October, 1981, which
 required the removal of all hazardous wastes (e.g. drums) to a
 site authorized to accept California-designated Class I wastes.
 The order also required the County to determine the extent of
potential contamination by sampling and analyzing soils and by
 installing exploratory monitoring wells to sample ground water.
 The County in turn requested financial assistance from the DOHS
 to comply with this order later that month.  In November 1981, .
 Del Norte County submitted a proposed site closure plan to the
NCRWQCB.--

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     In January 1982, the County removed 1,150 of the containers
from the site.  The rusted or corroded drums were removed and
disposed in a section of the Crescent City Landfill.  The County
Agricultural Commissioner certified that the remainder of the
1,150 drums had been adequately rinsed prior to storage at the
Del Norte Storage site.  These drums were also disposed of in a
different section at .the Crescent City Landfill.  In April,
1982, the remaining 440 unrinsed drums of D-D and Telone were
shipped to a licensed recycler, the Rose Cooperage Company, in
Montebello, California.                ,

     During these activities, several drums on the site were
found to contain usable quantities of various pesticides, which
were recycled by the County Agricultural Commissioner for weed
control.  These drums were then triple-rinsed and disposed of at
the Crescent City Landfill.  The rinsing location is unknown.
Three remaining drums containing pesticides that were not recyclable
(i.e. 2,4-D sludge, Thimet, and miscellaneous materials) were put
in a vacant building near the County Agricultural Commissioner's
office for later shipment to a Class I disposal site.  In November,
1983 the three drums were shipped to a disposal site in King City,
California.

     Under the NCRWQCB Cleanup and Abatement Order 81-213, the
County was charged with determining the extent of potential
contamination at the site.  The County was unable to comply with
the order due to lack of funding, so the NCRWQCB and the DOHS
carried out post-closure monitoring.

     The DOHS collected on-site soil samples from three locations
in December 1981.  An additional 21 soil samples were collected
in June 1982.  The results of their analyses showed high concen-
trations of 2,4-D, 2,4-DB, 2,4,5-TP, 2,4,5-T, ethion and malathion
in several areas, particularly the sump and areas of known drum
storage.

     The NCRWQCB collected ground water samples from two on-site
monitoring wells which were installed for that purpose, as well
as nine off-site supply wells, In September 1982 and early 1983.
The on-site water samples showed elevated levels of the same
contaminants found in .the soil, along with several other compounds.
On the basis of these results, the NCRWQCB determined that a
problem existed at the site, and amended its Cleanup and Abate-
ment Order 81-213 in August 1983 to require that the extent of
contamination be determined.  A plan for cleanup and/or abatement
of the contamination was also to be developed.  The Del Norte
County Board of Supervisors asserted in a letter to DOHS that
the County was unable to fund a study to determine the extent
of contamination.  The County's inability to fund further site
investigations triggered the process of incorporating the site
on the National Priorities List, in the fall of 1983.

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CURRENT STATUS

     EPA conducted a remedial investigation and feasibility study'
(RI/PS) which began in January 1985 after the workplan for the
site — The Del Norte County Pesticide Storage Area Site Remedial
Investigation and Feasibility Study Work Plan— was completed
and approved."7

     EPA conducted remedial investigation activities at the site
from January to May 1985.  During the remedial investigation,
ground water, soil, and surface water were sampled in and around
the site property.  Results of the surface soil sampling program
are shown in Pigure 2.  Six soil borings were sampled and results
are illustrated in Pigure 3.  As part of the ground water inves-
tigation, water monitoring wells were installed and sampled in
the vicinity of the site.  An additional five domestic supply
wells were sampled as part of the RI.  Pigure 4 shows the location
of the wells sampled, and results of sampling rounds are shown
in Table 1-1.  As part of the remedial investigation, a computer
ground water model was used to better understand the flow of
ground water in the area of the site, and to predict movement of
contaminants from the site.

     The major findings of the remedial investigation ate:

     "Activities that occurred during the site operations from
        1970 to 1981 have resulted in contamination of soil and
        ground water on-site.  The contaminants are herbicides,
        pesticides, and volatile and semi-volatile organic
        compounds.

        The primary contaminants of concern in both soil and
        ground water are 2,4-D and 1,2 dichloropropane.  Ingestion
        of these contaminants at levels above the relevant drinking
        water criteria has been linked to an increased cancer
        risk.  The remedial investigation has shown the on-site
        monitoring well to contain 2,4-0 at a level of 150 ppb;
        50 ppb higher than the applicable drinking water standard
        (MCL).  1,2 dichloropropane was seen at levels of 1200
        ppb; with the applicable drinking, water advisory*(-SNARLS^ii:»
        set at-10 ppb^for^long-teriir exposure.  Use of the contamin-
        ated on-site ground water as a water supply would result
        in a significant health risk.

     *  The on-site sump, measuring 15 feet by 20 feet is the
        primary area of soil contamination, with organic compounds
        detected to a depth of about 15 feet below grade.  Contam-
        ination of soils on the remainder of the site is restricted
        to very limited areas, including a previous trench area.
        Contamination in these^ar.eas'-^Bv"ll-ke~j(y^a'8'~a:'"'re;8'Ult'"'o£'"'.
        leaks or spills from drums.  No contamination below 1 foot
        was detected outside the sump.  The spread of soil contam-
        ination off-site due to wind or runoff was not detected.

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Figure 2.
             CONCENTRATION DPI1
                                                                                                          SITE BOUNDARY
                                                                                       MOO
                                                                                       1. IOP
                                                                     1/iJMD
                                                                     JAO
                                                                                                                    •0
                                                                                                                  1. 100
                                                                                                                  0. §00
                                                                                                                 IV 000
                                                                                                                  0.000
                                                                                               III
                            IN (UM'ACI I

                      OUADMAKT I07.W*
                      CONTAMINAHTf Ml Of UK*
                         OUACWAMTU4.M*
                                                                                          UOINO
                1.1.2.
                T«im>
                                      II COI
              -  *li«r*ll*Mt

                •VIOT
                Oxuotl
                •wink)
                •MO tol rv


                4.'4-DOT
   tt.oot M/DI
   11.000 m/oi
   11.000 uuoi
    1.400 IWOI
     •40 «VO)
     >?o aval
      tl M/DI
     MO «vei
 11. MB   ti.'oo
114.000 »4,IOO
 n.ooo   n.ooo
                                                                             OONTAMIHANTS DETECTED IN SURFACE SOILS.
                                                                             JANUARY 1985 SAMPLES

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                                 Figure  3.
ill
 I.I



 1 Jilt


 MHO


 I-4IIJ1


 mm

 MIMl


 MOT

 Mturt


 nun

 Mtri


.M 14.41


 MM.I1
 4.1 in

 4JH.41

 u IMI
                                              J.«O
                                              1.45 1
ri.4*
                14.000
                11.000
                  S7O
                   47
                 1.400
                  130
                   u
                 IJOO
                •  no
                  (70
                 1*00
                 IJOO
                14^00
                                                             MJOO
                                                              114.41

                                                              11441
                                           O n/o
                                                                      O-I1M-1  U
                                                    II

                                                10.400
                                                                                  O »'O
                                                                                                                                          o Mm
                                                                                                                                          OH/0
                                                                                                                                                                                          4.4-000
                                                                                                                                                           14.900
                                                                                                                                                          mom
                                                                                                                                                           •.on
                                                                                                                                                             00
                                                                                                                                                           I4JOO
                                                                                                                                                          m.ooo
                                                                                                                                                           IjOOO
                                                                                                                                                                            ioc*TKMoi>«MMo
                                                                                                                                                                             MTMREVCCTTO
                                                                                                                                                                              CTIHOTIHAN  '

                  •ONMGSISANOK
                                                                      tOfllNGS tl*-»]
                   O AivtriX •*• ta>».«); >.4*.T,««f

                 N/D
                          • AwVmflo'}.4O,1.4.r

                            •WilMoll.VoUi4n.l44
                            17 J 'ricMon>f»oix». I
                            >»m«t>4en4<»i«jl    \
                                                                            fend to. 7.4 0:>.4j).r!l	
                I UM-41
    11.300 A^nlt. J77.000 Chombn
    m COOMI 5 000

HID NoiMfif Mnend
                                                                                                                                  CONTAMINA?TT5'OF,TECTEO IN ''»
                                                                                                                                  sxiS'j'ri^rf sour

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EXPLANATION

      •   Private Welt

      A   Monitoring Well

  «S—— Groundw«ter Contours - April 28. 1985
           (dashed where inferred)

           Topographic Contour Interval - 10 feet
0    280   SCO
1000 «wi
                        Monitoring Well Locations and April Groundwater Contours
                        Del Norte County Pesticide Storage Area Site

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Table 1-1.    VOLATILE, SEMI-VOLATILE AND  PESTICIDE  COMPOUNDS  IN.GROUNDWATER
Location
MW-1













MW-1 7
(duplicate
of MW-1)








MW-5




MW-1 8
(duplicate
of MW-6)
MW-12
MW-1 4






Compound
1 ,2-Dlchloropropane
Benzene
1 ,3-01ch1oropropane
1,2,3-Trlchloropropane
2,4-D1ch1oropheno1
Pentachlorophenol
2,4,5-Trlchlorophenol
2,3,4,5-Tetrachlorophenol
Methylene chloride
2-Butanone
2,4-D
2.4, 5-T
2.4,5-TP
ds-3-Chloroallyl alcohol
1 ,2-01ch1oropropane
Benzene
1 ,3-01ch1oropropane
1,2,3-Trlchloropropane
2,4-D1chlorophenol
2,4,5-Trlchlorophenol
2,3,4-5-Tetrachlorophenol
Methylene chloride
2,4-0
2, 4. 5-T
ds-3-Chloroallyl alcohols
2.4-01chloropheno1
2,4,5-Trlchlorophenol
2,3,4 , 5-Tetrachlorophenol
Total Xylenes
2,4-0
4,4'-ODE
4',4'-DOT

2,4-0
Benzo(a)anthracene
Chrysene
Benzo( e) f 1 uroanthene
Benzo(a)pyrene
Phenanthrene-
Anthracene
Pyrene
2-23-85
1900
6
— 15
47
18
. • *
34
66
* .•
*
26
68
1.2
•• *
2100
6
16
50
15
32
57
*
40
84
*
15
32
57
6
2V
' *
•''.••• * • - :

0.6
7
8
3
6
8
3 "'
13
Concentration (ppb)
3-5-85 3-25-85
1400 1200v
* 68v
* '
*
11
24
20
*
110
39V
100V 150v
47V llOv
* *
17b —
1200 1200v
*
*
'*
8
14
*
62v
82v 50v
41v llOv
20b
*
*
* .._
* '• —
12v
0.2
2 ~ ••

* — ~
' —

.. i . • '— '- •
•
-•:•,..- '•••,•'••• —
•"•••• —
—
a
4-28-85
..
—
—
~
—
•
—
—
—
~
—
—
—
. —
__
—
—
-. —
—
—
-•+
-^
. —
	
—
*
*
*
*
*
_•
—

—
__
—
•'
~
• —
— -
—

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  Table 1-1. • VOLATILE, SEM'-VOLATILE AND PESTICIDE UJHPOUNDS IN GROUNDWATER
             (concluded)
Location
MW-25
MW-17
(duplicate
of MW-25)


HW-15
(blank)

Compound
1,2-Dlchloroprane
Toluene
Xylenes
Pentachlorophenol
Napthalene
Benzole Add
Carbon tetrachlorlde
Methylene chloride
Chloroform
Concentration (ppb)a
2-23-85 3-5-85 3-25-85 4-28-85
-' „_• . ' —
• • ».«• • •.

— •• .' —
.. . \~ - •••-•— : -
-- "~
* ' • *
* *
* ' *

. __-,
• —
- . — '
.
--
37v
78v
18v
5
46
5
50
10
50
*
*
*
aA11 values reported by EPA Contract Laboratories as estimated and valid
 for planning purposes (unless otherwise noted).
^Lack of trans Isomer makes this Identification tentative.
"Compound not detected.
—Not sampled on this date.
v-Results reported as valid for all  purposes.

-------
     ".  Many of the compounds  found  in  the  soil were  also  detected
        in the ground water beneath  the site.  Ground water  contaraj
        ination has spread a distance of about 150  to 300  feet  in
        the southeasterly direction  from the on-site  sump  area.

     "  Potential use of the contaminated aquifer poses  an immediate
        public health threat.  Projections  of future  migration
        of ground water contaminants indicate that  under conservative
        modeling assumptions,  existing  private wells  to  the
        southeast of the site  could  become  unsuitable for  use in
        the next 50 to 100 years.                        •.


CHROMIUM DISCOVERY


     In September 1984, during EPA workplan development, penta-
chlorophenol was detected in a subsurface soil sample.   Since
pentachlorophenol is used as a wood  preservative, EPA decided
to analyze future soil and ground water samples for metals (copper,
arsenic, and chromium) associated with  wood treating.  Copper
and arsenic were detected at insignificant  concentrations;
however, high levels of chromium were detected in January  1985
surface soil samples (see Figure 2), February 1985  subsurface
soil samples (see Figure 3) and February, March, and  April 1985
ground water samples (see Table 1-2).

     The chromium analyses described above  were for total  chromium,
and it is not known in what form (trivalent or hexavalent) the
chromium exists.  Hexavalent chromium is more toxic than trivalent
chromium.  EPA's Maximum Contaminant Level  (MCL) for  total chromium1
is 50 ppb.  Water samples from existing domestic wells in  the
vicinity of the site showed total chromium  considerably  below 50
ppb.  Samples from the other monitoring wells showed  total chromium
averaging five times the drinking water standard, with maximum
values over ten times the standard (547 ppb).

     Two facts indicate that the chromium contamination  is not
the result of past disposal practices at the pesticide storage
area site: 1) background monitoring  wells upgradient  of  the  site
also contain high levels of ch'rQmium^-andv.2)'-«there^8?nowh*i>s'-t6rl'c'a~l::'*:''-''
information which indicates that chromium or chromium compounds
were handled at the site.

     We intend to investigate the chromium  contamination as  a
separate site because there is no apparent  relationship  to the
pesticide storage area site.  Our next  step will be to establish
whether the chromium is either hexavalent or trivalent.  Following
the results of these analyses, we will proceed with the  identification
of possible sources of chromium, and determination  of the	extent-
of contamination;--- ~                 :  -...-.       ;    ,fl;

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Table 1-2.
CHROMIUM RESULTS


Dissolved

Hexavalent Dissolved
Total Total
Sample Cr, 2/85 Cr, 3/85
Mtf-l NO NO
W.|7 (MM duplidate 22 NS
MW-2 190 177
MN-3 291 547
MW-4 157 247
MW-5 , 83 187
M₯-6 331 355
MW-18 (MW-6 duplicate) 420 NS
MW-7 372 226
Mt-8 (44 84
W-IO NO 23
MM-15 (field blank) NO NS
MM-25 NS NS
MM-26 NS NS
W-28 (field blank) NS NS
NS «' not sampled
NO - not detected: Cr detection 1 imit 10 ppb
* e duplicate analysis not within control limits
Total
Cr. 4/85
' NS
NS
NS
NS
NS
38
NS
NS
MS
NS
NS
NO
104
305
NS



Cr (Vl)«,
7/24, 25
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO



Total Cr6,
7/24, 25
NO
NO
NO
II
•5
NO
II
(101
NO
NO
NO
NO
19. 3 J
(91
(91



a • unecfdlfled samples for hexavalent chromium must be filtered (0.45 mm) end separated
or within 24 hrs of receipt; samples must be
maintained
b = unacidified IL bottle, senile must be filtered (0.45 mm)
c » acidified IL bottles
() « indicate Cr between contract detection limit

at 4°C until
analysis

Total
Cr6,
7/24, 25
52
12
353
94*
117*
17
245*
150*
32
34
19
20
213*
81*
64*



A.S.A.P.

prior to analysis



and the Instrument detection Malt

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 ALTERNATIVES EVALUATION


      The major objective of the feasibility study was  to evaluate
 remedial alternatives using a cost-effective approach  consistent
 with the goals and objectives of CERCLA.   A cost-effective remedial
 alternative is defined in the National  Oil and  Hazardous Substances
 Contingency Plan (NCP) of July 16,  1982 (40 C.P.R.  300.68J)  as
 "the lowest cost alternative that is  technologically feasible and
 reliable and which effectively mitigates  and minimizes damage to
 and provides adequate protection of public health,  welfare,  or the
 environment."  The NCP outlines procedures and  criteria  to be used
 in selecting the most cost-effective  alternative.

      Three levels of screening were performed on  the remedial
/action  alternatives.  First, an initial technology  screening was
 performed to eliminate inapplicable,  infeasible,  or unreliable
 technologies.  Next, an initial alternative screening  was performed,
 according to the NCP 40 C.P.R. Part 300.68(h) was performed.
 Finally,  we performed a detailed alternative evaluation, according
 to the  NCP 40 C.F.R.  Part 300.68(1).

      Based on site background information and the nature and
 extent  of the contamination as defined  by the technical  investigation
 to date,  we developed the following general objectives for cleanup
 of the  Del Norte Site:

      "To minimize off-site contaminant migration via  ground
        water, and .                      .    .         .

      "  To minimize exposure to contaminated soil.

      Key  specific cleanup objectives  are:

      "  To prevent the contamination of  nearby wells, and

      "To clean up the ground water and soils found to be
        contaminated  on-site.

      Cleanup of soils; and -ground water  will also  serve to address
 the objective of maximizing the potential  use of  the land and the
 aquifer in the area.  The contaminants  of primary concern at the
 Del Norte site are 1,2-dichloropropane, and 2,4-D,  and chromium
 because:  (1)  they were detected in  soils  and ground water at high
 levels, and (2)  they have adverse effects  on public health and
 welfare and the environment.   These compounds were  found in
 both the  soils and ground water at  the  site at  levels  exceeding
 applicable standards and criteria.

      For  soils,  the  preferred cleanup level is  background,
 concentrations.   Natural soils,  however, do not contain  synthetic
 compounds such as 1,2-dichloropropane and  2,4-D.  Thus,  a standard
 other than background is required.  In  general, exposure to  con-
 taminated soil could occur by direct  contact or by  the compounds
 in the  soil leaching into the ground  water.   At the Del  Norte Site,

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contaminants are generally below levels of concern for direct
exposure.  However, during the winter months when the ground
water reaches the ground surface,.the contaminants in the soil
would leach directly into the ground water.  If we assume the
contaminants leach into the ground water at an equivalent
concentration, our cleanup objective for soil would be the
applicable drinking water standard.

     Cleanup of chromium in soils or ground water was not
explicitly included as an objective because the nature and extent
of this problem is not sufficiently understood.  Chromium was
considered only because it influences the treatment and disposal
technologies for organics.  Thus, the treatment of chromium
present in the ground water will be limited to any ground water
that may be pumped out and treated for the removal of organics.

     The relevant criteria for soils and ground water cleanup at
the site are as follows:
Contaminant

1,2-dichloropropane



2,4-D

Total Chromium
100 ppb

 50 ppb
Basis (Federal Criteria)

Suggested Adverse
Response Level
(excess cancer risk of 10~6)

Maximum Contaminant Level

Maximum Contaminant Level
     The relevant standards and criteria cited above were the
basis for remedial action technologies and alternatives described
herein.

     Response objectives for the soil and ground water contamina-
tion problems at the Del Norte Site include minimizing impacts
from on-site contaminated soils and minimizing off-site contaminant
migration via ground water.  Response actions that address these
objectives also address the goals of soil and ground water cleanup.

     General response actions for soil and ground water cleanup
that would be applicable to the Del Norte site include:

     (a)  For soils

          * In-situ treatment

          " Off-site treatment

          • Off-site disposal

          " Capping/encapsulation

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     (b)  For ground water

          " Containment

          " Pumping

          " Collection systems        .

          " On and off-site treatment          ..'-.''

          ' Off'-site disposal

     A complete list of technologies considered for the Del Norte
site is included in Table 2-1.  The table also, includes our
decision regarding the applicability of each technology.

     The applicable technologies identified were combined to form
remedial action alternatives that address the cleanup of both
contaminated soils and contaminated ground water.  In order to
reduce the number of alternatives that would be evaluated in
detail/ the applicable technologies were examined with regard
to technical feasibility, degree of public health protection
afforded/ environmental impact/ institutional concerns/ and cost.
Those technologies that provided the best environmental and public
health protection benefits for the least cost were designated as
preferred technologies.  The others were eliminated.

     Preferred technologies for the various components of soil
and ground water cleanup are identified in Table 2-2.

     According to the proposed NCP, 40 C.P.R. Part 300.68(f)
alternatives must be developed for each of the following five
categoriest                                          .   • .

     a. Alternatives for treatment or disposal at an off-site
        RCRA permitted facility approved by EPA.

     b. Alternatives tha.t attain applicable and relevant federal
        public health br environmental standards.

     c. As appropriate/ alternatives that exceed applicable and
        relevant public health or environmental standards.

     d. Alternatives that do not attain applicable or relevant
.,..;, ...._•   public health or environmental standards but which will
        reduce the likelihood of present or future threat from
  ;•     the hazardous substances.  This must include an alter-
        native that closely approaches the level of protection
        provided by the applicable^or-,relevant^standardsf'and
        meets CERCLA's objective of adequately protecting public
        health and welfare and the environment.

     e. A no-action alternative.

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TABLE 2-1.  SCREENING OF TECHNOLOGIES CONSIDERED FOR THE DEL NORTE SITE
         Possible Technologies
                           Screened Out(S)
                               or
                             Retalned(R)
            If Screened Out,  Reason
                 for Doing So
    SOIL EXCAVATION

    SOIL DISPOSAL/TREATMENT
         Capping/encapsulation
         Dispose of excavated soil
         Incinerate excavated soil
         Dispose of excavated soil
         Treat soil on-slte
In on-slte landfill
at an on-slte temporary facility
In off-site RCRA landfill
         Incinerate excavated soil using a mobile Incinerator
    GROUNOHATER CONTAINMENT/EXTRACTION

       • Slurry wall containment
       • Pumping alone
       • Pumping with an underdraln system

    GROUNOHATER TREATMENT

   (a) For Removal of Organic*
       • Carbon adsorption
       • Aeration

   (b) For Removal of Chromium
       • Coagulation/filtration treatment
       • Carbon adsorption
S
s
S
R
R
R
                                  S
                                  R
                                  S
                                  R
                                  R
                                  R
                                  S
Technically Infeaslble
Technically Infeaslble
Excessive cost
          Excessive cost

          Excessive cost
          Technically Infeaslble:  not
          effective for chromium VI removal

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TABLE 2-1.  SCREENING OF TECHNOLOGIES CONSIDERED FOR THE DEL NORTE SITE (concluded)
         Possible Technologies
Screened Out(S)
    or
  Retalned(R)
If Screened Out.  Reason
     for Doing So
    GROUNOMATER DISPOSAL

       • Dispose of untreated water In an off-site RCRA facility     S

       • Dispose of untreated water by piping It Into the            S
         Crescent City sewer main or sewer outfall
           i                  J                    '      .
       • Dispose of untreated water Into an evaporation pond         S
       • Dispose of treated water Into a percolation pond
       • Inject treated groundwater back Into ground                 S
       • Dispose of treated water by trucking It to the              R
         Crescent City wastewa'ter plant
           i.
       • Dispose of treated water by piping It to the                R
         nearest Crescent City sewer main

       • Dispose of treated water Into the ocean                     R
          • 9     •             I    •  '
       • Dispose of treated water to surface drainage                R
                 Excessive cost

                 Excessive cost
                 Technically Infeaslble:   rate of
                 precipitation plus Inflow
                 greater than rate of evaporation

                 Technically Infeaslble:   rate of
                 precipitation plus Inflow
                 greater than rate of percolation
                 and evaporation

                 Technically Infeaslble:
                 operational problems

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     The preferred technologies listed in Table 2-2 were combined
to form remedial action alternatives which satisfy cleanup
objectives and fall into the five categories described above.
Table 3 lists the remedial action alternatives which were retained
for detailed analysis.  At least one of the remedial action
alternatives in Table 3 falls into each of the above categories,
as follows:

     Category a -Alternatives 2, 3, 4, 5, 6

     Category b - Alternatives 3, 4, 6

     Category c - Alternative 6  '

     Category d - Alternative 2

     Category e - Alternative 1

     The remaining alternatives were analyzed in detail according
to the NCP, 40 C.F.R. Part 300.68 (i).  Alternatives were evaluated
in terms of cost/ technical concerns, public health concerns and
environmental impacts.  The following discussion describes this
detailed analysis.  Costs developed for the alternatives are within
+50% and -30% of the actual construction costs.

Alternative 11 No Action;

     The no action alternative would leave the contaminated soils
and ground water in their present locations.  However, monitoring
of the site would be required to continue indefinitely to detect
the migration of the contaminant plume.  Annual cost of $35,000
for monitoring would amount to a total present worth over 30 years
of $330,000.

     The contaminated soils would be a continuing source for
contamination of ground water.  The plume of contaminated ground
water would migrate with time and might reach domestic supply
wells.  In addition, future well development of the aquifer in
the vicinity of the plume would be restricted.

     A risk of direct contact with contaminated soil would continue
to exist for any person on site.  This is, however, a very low
risk since the site is fenced, posted, and remote.

Alternative 12  Excavation of soil contamination; no action on
ground water;
     This alternative would involve the excavation of approximately
700 cubic yards of contaminated soils in the sump and trench areas,
plus other known locations of surface or near-surface contamination,
and disposal off-site at a federally permitted facility.  No,
action would be taken on the contaminated ground water at this
time until the nature of the area-wide source of chromium was
determined.  Monitoring of ground water, however would be required.
Total present worth including a 30-year monitoring period is
$805,000.

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 Table  2-2.
                      TECHNOLOGIES rot sou AND GKOUNMUUR CLEANUP
Component of Cleanup
 Applicable Technologies
 Preferred
technologies
Reason for Considering
Other technologies Less  Preferable
Soil disposal/treatment
Disposal In off-site RCRA landfill

Treat soli on-slte
Incineration using a mobile Incinerator
                                                                                                     Unproven technology
                                                                                                     Uncertainty In the cost  of  Implementation
Groundwater treatment for

(a) revival of organic
    contaminants ' •
(b) removal of chromium
Groundwater disposal
Carbon adsorption

Aeration
Coagulation/filtration treatment
Discharge treated water Into
ocean water by pipeline
        f.'f                •
Truck treated water to Crescent City
                                                                                                     Not effective In removing 2.4-0
                           Similar In cost to other alternatives.
                           but  a  potential for adverse environ-
                           mental Impact
                                  Discharge treated water to surface
                                  drainage!?
                                          '?     '   '
                                  Truck treated water to sewer main
                                                                   Similar In cost to piping to sewer
                                                                   main, but extended labor charges would
                                                                   be  Incurred if groundwater pumping/
                                                                   treating were to eiceed two years
                                  Pipe treated water to sewer main

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TABLE 3.     REMEDIAL ACTION ALTERNATIVES
Alternative
Remedial Action  Name
Components of the Remedial  Action
              No action
                              • No action on contaminated  soils
                               or groundwater

                              • Monitoring and site protection
              Excavation of known soil
              contamination, no action for
              groundwater
                              • Excavate sump and trench areas
                               plus other known contaminated
                               locations

                              • Dispose of excavated soils 1n
                               the off-site RCRA landfill

                              • No action for groundwater
              Excavation of known soil con-
              tamination and trucking of
              treated water to Crescent City WWP
                             • Excavate sump and trench
                               areas plus known contaminated
                               locations

                             • Dispose of excavated soils in
                               off-site RCRA landfill

                             • Pump groundwater

                             • Treat pumped water by carbon
                               adsorption and
                               coagu1at1on/f1Itratlon
                               treatments

                             • Truck treated groundwater to
                               Crescent City WWP
             Excavation of known soil con-
             tamination, and piping of
             treated water to Crescent City
             sewer main
                             • Excavate sump and trench areas
                               plus known contaminated
                               locations

                             • Dispose of excavated soils 1n
                               off-site RCRA landfill

                             • Pump groundwater

                             • Treat pumped water by carbon
                               adsorption and
                               coagulation/filtration
                               treatments

                             • Pipe treated groundwater to
                               nearest Crescent City sewer
                               main

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TABLE 3.     REMEDIAL ACTION ALTERNATIVES  (concluded)
Alternative
Remedial Action Name
Components of the Remedial Action
               Excavation of  known  soil
               contamination, disposal of
               treated water  to  surface
               drainage
                               Excavate  sump and trench
                               areas  plus  known
                               contaminated locations
                                                • Dispose of excavated soils in
                                                  off-site RCRA landfill

                                                • Pump gfoundwater

                                                • Treat pumped water by carbon
                                                  adsorption and
                                                  coagulation/filtration treatments

                                                • Discharge treated water to
                                                  ground for surface drainage
              Excavation of entire site,  .
              and piping of treated water
              to a sewer main
                             • Excavate sump and trench areas
                               plus 1.5 ft over the entire
                               site

                             • Dispose of excavated soils
                               off-site RCRA landfill

                             • Pump groundwater

                             • Treat pumped water by carbon
                               adsorption and
                               coagulation/filtration
                               treatments

                             • P1pe=jtreated-groundwater to
                               nearest Crescent City sewer
                               main

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    : Under this alternative, the source of continuing contamination
of ground water would be removed.  However, the potential use of
the aquifer in the vicinity of the plume would still be adversely
affected.  Removal of the contamination source would not eliminate
this problem.  This alternative would not fully comply with
cleanup objectives set for this site, since it would leave in
place ground water contamination at levels higher than applicable
standards.  Future well drilling in the vicinity of the site
would need to be restricted to prevent use of contaminated ground
water for supply.

     Excavation and off-site removal of contaminated soils is a
proven and reliable technology which has been used at many other
hazardous waste sites.  Application of stringent health and safety
requirements would help prevent potential health risks during
off-site transportation of the contaminated soils.

Alternative 13 Excavation of soil contamination; ground water
treatment and disposal via trucking to the Crescent City Wastewater
Treatment Plant:

     Approximately 700 cubic yards of soils from the sump and
trench areas would be excavated.  These contaminated soils would
be disposed off-site at a federally permitted facility.  The
plume of contaminated ground water would be pumped from the
aquifer, and treated using carbon adsorption, coagulation, and
sand filtration technologies.  The treated ground water would be
trucked to the Crescent City municipal waste water treatment
plant for additional treatment prior to disposal into the ocean
from the deep-water outfall pipe.  Total present worth is estimated
at $1.41 million.

     Under this alternative, the source of continuing contamination
of ground water would be removed.  The treatment of ground water
using carbon adsorption, coagulation and sand filtration to appli-
cable standards would provide a high degree of public protection,
and would fully satisfy the cleanup objectives for the site.

     Based on preliminary ground water modeling results, it is
estimated that extraction of contaminated ground water would
continue for approximatley two years.  The cost for this alterna-
tive is therefore based on trucking treated water to the Crescent
City municipal waste water treatment plant for two years.  If
extraction and treatment extended beyond two years, cost of
implementing this alternative would increase proportionally.
Under this alternative, there is a low risk of environmental
impacts due to the potential for spillage of treated water during
the trucking operation.  Additionally, the labor intensive means
of transport would not fully satisfy requirements for reliability.

     The spent carbon filters containing organic?, and waste     y
brine containing chromium would be disposed of in a federally
approved off-site facility.

     Potential health and safety concerns related to all construc-
tion activities could be addressed by implementation of proper
construction practices and stringent health and safety requirements,

-------
Alternative 14 Excavation of soil contamination; ground water
treatment and disposal via piping to the nearest sewer main;

     This alternative is the same as Alternative 13, except
that the ground water would be piped to the nearest municipal
sewer main.  From there it would flow to the Crescent City municipal
waste water treatment plant for additional treatment prior to
discharge from the deep-water outfall pipe.  Total present worth
of this alternative would be approximately $1.41 million.

     This alternative would fully satisfy the cleanup objectives
for soil and ground water contamination at the site.  Off-site
disposal of contaminated soils would eliminate a source of future
contamination of ground water.  .Contaminated ground water would
be treated by carbon adsorption, coagulation and sand filtration
technologies to the applicable standards and piped to the nearest
municipal sewer main (located approximately three-fourths of a
mile from the site).  The contaminated ground water would
be pumped and treated until levels of contamination dropped
below the applicable standards.  The spent carbon filters containing
organics, and the waste brine containing chromium would be disposed
off-site at a RCRA approved facility.

     If ground water extraction should continue beyond two years,
no additional costs would be incurred since the pipeline would
already be in place.

     Potential health and safety concerns related to all constructiq
activities could be addressed by implementation of proper construc-
tion practices and stringent health and safety requirements.

Alternative #5 Excavation of soil contamination; ground water
treatment and discharge to surface drainage;  .

     This alternative is the same as the third and fourth
alternatives except that the ground water would be treated and
piped to surface drainage in the immediate area.  Total present
worth of this alternative would be approximatley $1.04 million.

     This alternative-would^-meet^site-objective
the source of future ground water contamination and treating
contaminated ground water to applicable standards.  The ground
water would continue to be pumped and treated until levels of
contamination drop below the applicable standards.  .However, unlike
alternatives three and four, ho additional treatment of discharged
water would occur because the treated water would not be passing
through the municipal waste water treatment plant.

     This alternative would be inconsistent,with^the--NorthiCo'astr
Regional Water Quality Control Board's "Water Quality Control
Plan, Klamath River Basin (IA)" July, 1975 which prohibits any
surface discharge of treated waters (see Consistency with Other
Environmental Laws section).

-------
     In addition, if the treatment system were to fail over the
course of the two year extraction and treatment period, there
would be a potential for discharge of untreated water to local
surface drainage.  This alternative would therefore not be as
reliable as Alternatives 13 and §4.  The spent carbon filters
containing organics, and the waste brine containing chromium would
be disposed off-site at a federally approved facility.

     Potential health and safety concerns related to construction
activities would be addressed by implementation of proper construc-
tion practices and stringent health and safety requirements.


Alternative 16 Excavation of entire site? ground water treatment
and disposal via piping to nearest sewer main:'                  ~~

     This alternative exceeds applicable standards.  Excavation
would occur over the entire site to a depth of 1.5 feet, in addition
to the removal of the 700 cubic yards of contaminated soil as
described in Alternatives 2,3,4 and 5.  All contaminated soils
would be disposed of off-site at a federally permitted facilty.
Contaminated ground water would be extracted and treated using
carbon adsorption, coagulation and sand filtration technologies.
Treated ground water would then be piped to the nearest sewer
main.  The total present worth of this alternative is estimated
at $1.9 million.

     This alternative.is similar to the Alternative 14, except
that excavation of 1.5 feet over the entire site is considered
in addition to excavating the sump and trench areas.  This would
provide a higher degree of public health protection than the
limited soil excavation options.  Since this alternative will exceed
the soil cleanup standards, the probability of leaving any isolated
spots of contaminated soil within the site boundary would be reduced
to a negligible level.

     Since this alternative involves higher volumes of excavated
soils than alternatives 2, 3,4 and 5, a greater degree of exposure
would be associated with construction activities associated with
Alternative 6.  However, the excavation activities would be
expected to last less than a week for any of the alternatives, and
hence the increase in the exposure would not be significant, partic-
ularly if appropriate protection measures are taken. ....,,.

     With regard to the cleanup of ground water, this alternative
would physically remove the organic and chromium contaminants to the
levels specified as cleanup objectives (applicable drinking water
standards).  The spent carbon filters containing organics, and the
waste brine containing chromium would be disposed of  in a federally
approved off-site facility.

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Summary

     A summary of the evaluation of Remedial Action alternatives
is presented in Table 4.  Alternatives 1 and 2 would not meet the
site objectives, nor comply with all applicable environmental
laws.  Alternatives 3, 4 and 5 would adequately meet the cleanup
objectives set for the site,  and alternative 6 would exceed the
cleanup objectives.  The use of a pipeline in alternative 4 would
provide a simple, passive method for transporting the treated
ground water from the site to the sewer system, as opposed to
the labor and mechanically intensive transporting method under
alternative 3.  Over time, alternative 4 would be more reliable.
Also, if the cleanup of contaminated ground water exceeded two
years, there would be no additional costs to operate the pipeline.
Alternative 5 would meet cleanup objectives, but would not fully
comply with the NCRWQCB's Klamath River Basin Plan.  In addition,
if the treatment plant were to fail, there could be a discharge
of untreated water to local surface drainage.  This is a significant
environmental impact.  Alternative 6 would satisfy site cleanup
objectives but exceeds applicable standards.  Since no significant
incremental benefit to public health, welfare or the environment
would be realized by excavating to 1.5 feet over the entire site,
alternative 6r would not meet the requirements for cost effectiveness
when compared to alternatives 3, 4 or 5.

COMMUNITY RELATIONS

     Documents made available for public comment included the
Remedial Investigation and Feasibility Study reports.  The public
comment period was held July 9 through July 30, 1985.  Public
notification of the public comment period was announced two
weeks prior to the public comment period through notices in the
local newspaper.  A fact sheet summarizing the contents of the
RI and FS reports was sent to the mailing list on July 9, 1985.
There was very little general public interest in the project, so
instead of holding a formal public meeting, two meetings were
held with interested County, City and State officials and the
local citizens action group. The meeting with the local citizens
action^qroupy^-the~'Fr-iend8~6f''"I>el?'Nort:e County, occurred on July
31, 1985.  A meeting with Del Norte County and Crescent City
officals was held on August 1, 1985.  Comments received regarding
the recommended alternative were generally favorable.  All
parties emphasized the need for an additional investigation of
the area-wide chromium problem.

     Of the four written sets of comments received on the Draft
Feasibility Study, three were from state or local agencies, ..and
one was from a citizens action group.  Two commentor^e^^
a preference for Alternative 14,  one commentor recommended
Alternative 2 (excavation of soil contamination; no action for
ground water) be implemented until the occurrence of chromium was
explained, and one commentor expressed a preference for no action.
Responses to the comments are presented in the Responsiveness
Summary attached.

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Table 4.    Sumwry of the Evaluation of Remedial Action Alternatives

      Alternative     Technical  Feasibility   Environmental Impacts  Public Health Concerns  Intfltutlonal  Requirements
   I. No action
   2. Limited soil
      excavation,
      no action on
      groundwater
Required groundMatw
•on i tor Ing procedures
aro rout In*
Cuemun equipment
and procedures
                        Terrestrial animals
                        and birds exposed to
                        contaminated soils
                                                                    Continued potential
                                                                    for exposure to
                                                                    contaminated soils
                                                                    and groundwater
Long-tor* groundwater
•onltorlng and maintenance
of sit* Mcurlty required
                        Potential for advorso  Risk of wiposuro to     Permits required for
                        onvlronMantal Impact   contanlnatad soils
                        •Itlgatod.   Low
                        environmental  risk
                        duo to possibility
                       . of spill during
                        transportation of
                        contaminated soils
   3.  Limited soil
      excavation,
      trucking of
      treated water
      to the  IMP
  4. Limited sell
     excavation and
     piping of
     treated water
     to sower ejeln
Cuemin equlpMNtt and
procedures for soil
excavation. Specialized
but well-proven
equipment and procedures
for water treatment
                                              minimized.  Continued
                                              potential for
                                              exposure to
                                              contaminated
                                              groundwatar
                                              Risks of exposure to
                                              contaminated soils and
                                              groundwatar minimized
transportation of
contaminated soils.  EPA
manifest documentation
required
                                                                                                             Cost
Perpetual (MM cost of
groundwater monitoring  *
$35,000/yr.  Total
present worth cost over
30 yi -. m $330,000

Perpetual OM cost of
groundwater monitoring  =
$35,000/yr.  Total
present worth cost over
30 yr. « $809,000
                             Total  cost =
                                       $1.23  million
                                                                                                   Total cost  =
                                                                                                             $1.24 million
  9. Limited soil
     excavation and
     disposal of
     treated water
     to surface
     drainage
  6. Excavation of
     entire site
     and piping of
     treated water
     to sewer main
                       potential for
                       environmental Impact
                       due to surface release
                       of contaminated.water
                       after being treated
                       Greater environmental
                       protection provided
                       against exposure to
                       contaminated soils.
                       Low environmental risk
                       due to possibility of
                       spill during
                       transports!JOT nf
                                                                                   •   +NPOES
                                                                     permit required from NCRWQCB
                                                                     for surface discharge of
                                                                     treated water.  Standards
                                                                     for disposal to surface
                                                                     waters established by
                                                                     NCRMQCB's Basin Plan
                                                                     would not be mat

                                                                     Permits required for
                                                                     transportation of
                                                                     contaminated soils.
                                                                     EPA manifest documentation
                                                                     required
                             Itotal  cost =
                                       $1.08  million
                             Total  cost =
                                       $1.75  million

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CONSISTENCY WITH OTHER ENVIRONMENTAL LAWS
     RCRA Subtitle C, 40 C.F.R. Part 264 and 265 contain closure
requirements for landfills and .surface impoundments that would
apply to this site.  .Under RCRA, the site could not be left in
its current state without some form of remedial action.  In
order to comply fully with all relevant and applicable portions
of RCRA, immobilization of the contaminants must be assured; any
off-site migration of contaminants would be unacceptable.
Excavation of known areas of soil contamination, and extraction,
and treatment of ground water to applicable standards, will assure
that contaminants will not continue to migrate off-site.  Alter-
native 1 - No Action, cannot comply with RCRA because it cannot
prevent ground water from being contaminated by soils which have
been found to be contaminated.

     Any applicable Occupational Safety and Health Administration
requirements will be addressed during the detailed design phase
of the selected alternative.  Department of Transportation
Hazardous Material Transport Rules would be complied with during
the off-site transportation of hazardous materials for any of the
alternatives which include soil removal.  EPA manifest documen-
tation would also be required.  Approval of the facility owner
and the local communities to accept the contaminated soils would
also be required.  These requirements apply to all but the No-
Action Alternative.

     Spent carbon filters containing organics, and the waste brine
containing chromium would be disposed of in an off-site RCRA
facility.  Disposal of these would require State and federal
transportation department permits for hazardous waste transport.
These requirements would apply to Alternatives 3, 4, 5 and 6.

     According to the Proposed NCP, 40 C.F.R. Part 300.68 (i),
remedial actions must comply with all relevant and applicable
federal laws and regulations unless one of five exceptions apply.
None of those five exceptions apply to this site.  This guidance
also specifies,that-,state standardsshall1-be-^considered"'in''determining
the appropriate remedial action.  Alternative 5 does not comply
with the North Coast Regional Water Quality Control Board's
"Water Quality Control Plan, Klamath River Basin (IA)" July, 1975.
Under the plan, any surface discharge of treated waters is unac-
ceptable.  Specifically, the proposed treatment  of contaminated
ground water cannot achieve standards for discharge to surface
waters established by the Regional Board's Basin Plan cited
above, such as 2 ppb of 2,4-D for a 24-hour period, and zero
discharge of 2,4,5-T.
     The ground water under the site is considered Class II ground
water under the EPA Ground Water Protection Strategy (GWPS).  Such
a classification indicates that the water is a current or potential
source of drinking water or has other beneficial uses.  The ground
water in the vicinity of the site is presently being used for

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agricultural and domestic purposes.  According to the GWPS, the
goal of remedial actions for this site should be to maintain
drinking water quality or .background levels.  Alternatives 3, 4,
5, and 6 fully comply with the GWPS.

     Compliance with the CERCLA Offsite Policy (Nay, 1985),
would be required at -the Remedial Action stage.  Under the Offsite
Policy, no offsite disposal of hazardous wastes would be allowed
at any facility not in compliance with RCRA, unless the facility
had entered into an enforceable agreement for correcting its
problems; and the disposal occured at a unit which was found
to be in compliance.  During the Remedial Design phase, we will
select the RCRA approved facility to use for off-site disposal
of the contaminated soils from the Del Norte Site.  Any remedial
action proposed for the site which includes off-site disposal
must comply with CERCLA Section 101 (24).

     Alternative 15 would require an NPDES permit, since it
involves a discharge to a surface water of the United states.
Discharge of treated ground water, as in Alternatives 3,4 and
6 must comply with -any pretreatment limits set by the Crescent
City Waste Hater Treatment Plant.  The discharge to the Waste
Water Treatment Plant should not jeopardize the plant's compliance
with the Ocean Plan limitations of its permit.  Any permits
required by Del Norte County or Crescent City in conjunction
with the implementation of the recommended alternative would be
completed during the Remedial Design phase.

     No other relevant or applicable federal laws, regulations,
requirements, advisories, or guidances are known that might
pertain to the remedial actions which were evaluated for this
site.  Alternatives 3, 4, 5  and 6 fully comply with all
applicable Federal and State laws.  However, as mentioned above,
alternative 5 does not comply with the North Coast Regional
Board's Basin Plan.
RECOMMENDED ALTERNATIVE
     The recommended alternative (Alternative 14) is comprised
of the following elements:

     - Excavation and removal of contaminated soils to a RCRA
       approved, offsite, Class I, hazardous waste disposal
       facility.                 ;

     - Extraction of contaminated ground water.

     - Treatment of ground water contaminated by organics and
       pesticides by carbon adsorption.

     - Disposal of spent carbon filters containing organic
       contaminants to a RCRA approved, offsite, Class I,
       hazardous waste disposal facility.

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     - Treatment of ground water contaminated by chromium by
       coagulation and sand filtration technologies.

     - Disposal of chromium-rich waste brine to a RCRA approved,
       offsite, Class I, hazardous waste disposal facility.

     - Disposal of treated ground water by piping to the County
       sewer main.

     - Ground water monitoring in accordance with RCRA Part 264.

     This action will address all public health concerns by
eliminating the potential for direct contact with soils contam-
inated by organics, pesticides and chromium, as well as eliminating
the potential for contamination of domestic supply wells via the
migration of the contaminant plume emanating from the on-site
federal and state laws, standards, and guidance.

     The recommended alternative (Alternative 14) is consistent
with the cost effectiveness requirement of the NCP, 40 C.F.R.
Part 300.68 (j) which requires "the lowest cost alternative that
is technologically feasible and reliable and which effectively
mitigates and minimizes damage to and provides adequate protection
of public health, welfare, or the environment."  The recommended
alternative also satisfies criterion (A) of CERCLA Section 101 (24),
as it is more cost-effective than the other proposed alternatives.

     The components of the recommended alternative are all tech-
nically feasible and reliable, and when combined, provide an
adequate level of protection for public health, welfare and the
environment.  An alternative which involved trucking of treated
water to the Crescent City Waste Water Treatment Plant was
rejected although comparable in cost with the recommended alter-
native, because it was determined to be less reliable over time.
Alternative 6 which included the excavation of 1.5 feet over the
entire site in addition to all known areas of contamination, was
rejected because it cost more and would not provide significantly
better protection of the public health, or welfare or the
environment.        •  '
OPERATION AND'MAINTENANCE
     There are no O&M requirements for the recommended alternative.
Maintenance and operation of equipment is included as part of the
remedial action alternative.  The soil excavation component is
expected to be completed in less than a week and will require no
further monitoring.  The ground water extraction and treatment
system is expected to attain cleanup objectives within two years.
Post cleanup monitoring eight times per year for two years to
verify that -cleanup objectives-' have^-been -mety-'vil^bW'pei: formed
as part of the remedial action program.

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SCHEDULE

•  Approve Remedial Action;                       Sept.  30,  1985
   Sign Record of Decision

   Transmit an Interagency Agreement to the       Pending Funding
   U.S. Army Corps of Engineers for Remedial
   Design

'  Award State Superfund Contract for             Nov.  30, 1985
   Remedial Design and Remedial Construction

"Transmit an Interagency Agreement with the     Feb.  1, 1986
   U.S. Army Corps of Engineers for
   Remedial Action

"  Start Remedial Action                          Sept.  1, 1986

*  Complete Remedial Action                       Sept.  1, 1989

*  Delete Site from the National Priorities       March 1, 1990
   List
FUTURE ACTIONS

     Once this Record of Decision is sighed, EPA will enter into
an Interagency Agreement with the Corps of Engineers for design
of the selected remedial action.  Negotiations with the State
will then begin on the State Superfund Contract.  Prior to the
completion of the design of the selected remedial action, at the
time when an accurate cost estimate is available, EPA will enter
into an Interagency Agreement with the Corps of Engineers for
construction of the remedial action.  Construction is expected to
take approximately two months.  Within two years, extraction and
treatment of ground water is expected to be completed.  An
additional two years of monitoring will precede the deletion of
the site from the National Priorities List.

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                           1.0  DEL NORTE  COUNTY
                        PESTICIDE STORAGE  AREA  SITE
                          RESPONSIVENESS SUMMARY
1.1  INTRODUCTION

This responsiveness summary describes EPA's responses to concerns and
comments raised by state and local officials and community members about
Superfund activities and proposed remedial alternatives at the Del Norte
County Pesticide Storage Area Site.  It also provides a brief history of
community Involvement at the site and community relations activities
conducted through July 30, 1985, the close of the public comment period
on the Draft Feasibility Study report.  This responsiveness summary 1s
organized as follows:

       A. Background of Community Involvement and Concerns

       B. Summary of Major Comments Received During the Public Comment
          Period and EPA Responses

       C. Remaining Public Concerns

Section B. 1s based.on written and oral comments received by EPA during
the public comment period.  This section categorizes public comments by
their subject matter. The major categories are remedial alternative
preferences, water quality concerns, technical comments on the proposed
alternatives, enforcement questions, and public participation comments.

The responsiveness summary also "includes, as Attachment A, copies of
comment letters submitted to EPA during the comment period.

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1.1.1  BACKGROUND OF COMMUNITY INVOLVEMENT AND CONCERNS

Del Norte County officials, the California Department of Health Services
(DOHS). and the North Coast Regional Hater Quality Control Board
(NCRWQCB) have been the ones most Involved with the site, starting 1n
1979 when the NCRWQCB Issued a cleanup and abatement order to the
County.  Most newspaper coverage of the site has focused on activities  of
the NCRWQCB and Del Norte County Supervisors related to the site.  The
County and some residents In the community have been most concerned with
the County's share of site cleanup costs because of County financial
problems.  The Friends of Del Norte County, an environmental Interest
group, has followed activities at the site and the recent RI/FS.  This
group 1s concerned about where site contaminants will be disposed of, and
how EPA will address the problem of chromium-contaminated groundwater.

The following 1s a summary of community relations activities conducted  1n
connection with the Del Norte Site:

       • EPA conducted community Interviews and established a site
         mailing 11st (March 1985).

       • EPA prepared Final Community Relations Plan (June 1984).

       • EPA and OOHS briefed representatives from Del Norte County,
         Crescent City; NCRWQCB,  U.S. Congressman Bosco's office, and
         California
       • EPA distributed fact sheet describing proposed  RI/FS activities
         (August 1984).                    -    , ;^
       • Two letters  were distributed to the community describing  EPA
         activities at the site:   one from the EPA Project  Officer and
         one from the Community Relations Coordinator (February 1985).

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       • Notices of the public comment period on the Draft Feasibility
         Study report were announced In.the Del Norte Triplicate and
         Eureka Times Standard (June 22 and 25, 1985, respectively).

       • EPA distributed a second fact sheet that described the results
         of the remedial Investigation, presented the remedial
         alternatives proposed In the Draft Feasibility Study report, and
         announced the public comment period (July 1985).

       • Public comment period was held from July 9 to 30, 1985.

       • EPA met with DOHS and NCRWQCB representatives (July 29, 1985)
         and The Friends of Del Norte County (July 31, 1985) to discuss
         proposed alternatives.  On August 1, 1985, EPA staff met with
         representatives from Del Norte County, Crescent City. NCRWQCB,
         and DOHS.  Representatives from The Friends of Del Norte County,
         the Del Norte Triplicate, and KPOD Radio also attended this
         meeting.

1.1.2  SUMMARY OF RESPONSES TO COMMENTS RECEIVED DURING THE PUBLIC
       COMMENT PERIOD

Comments raised during the Del Norte Site public comment period on the
Draft Feasibility Study report are summarized briefly below.  The comment
period was held from Ju.ly 9 to July 30, 1985.  During the comment period,
EPA briefed state and local officials and The Friends of Del Norte County
representatives.  Oral comments from these briefings are Included 1n this
section.  Public comments and EPA responses are organized Into the
following categories:                              .

       • Remedial alternative preferences
       • Water quality comments
       • Technical comments on the proposed alternatives

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       • Enforcement questions
       • Public participation comments
       • Questions and comments unrelated to the Del Norte Site
              •                          -

1.2  REMEDIAL ALTERNATIVE PREFERENCES

1.  In written comments, NCRWQCB AND OOHS recommended modifications to
    the remedial alternatives proposed 1n the Draft Feasibility Study
    report.  The NCRWQCB preferred the alternative Involving limited soil
    excavation, water treatment, and disposal to a sewer main with the
    following revisions:  (1) Extent of soil excavation should be
    determined by thorough sampling and analysis during design; (2)
    treated groundwater should be piped to the nearest Crescent City
    sewer main; and (3) during the startup of the wastewater treatment
    plant, treated water should be contained In a holding tank and
    analyzed for contaminant levels before being discharged to the sewer
    main.  DOHS also recommended that additional soil testing be
    conducted during the design phase to more closely define the location
    of contaminated soils prior to remedial action.  DOHS supports
    discharge of treated wastewater to the municipality's sanitation
    system.

    EPA Response:  The Final Feasibility Study report reflects these
    modifications 1n Alternatives 4 and 6.  During remedial design, soil
    excavation and sample analyses will be done 1n order to further
    define soil contamination. ..Alternatives 4 and 6 specify piping -
    treated water td a sewer main.  Alternatives 3 through 6 specify that
    treated water should be contained In a holding tank for sampling and
    analyses during startup of the treatment processes.     .  ....

2.  The Friends of Del Norte County Indicated a preference for
    Alternative 2, excavation of known soil contamination and no
    groundwater treatment, untl1^EPA'aoha! thoroughly evaluates chromium
    contamination of groundwater.  Following EPA's explanation given

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    below, representatives of The Friends of Del Norte County Indicated
    their support of the recommended alternative.

    EPA Response;  In a meeting with The Friends of Del Norte County, EPA
    explained that the chromium Issue will be resolved by a separate
    study.

3.  During a briefing for County and City officials. County officials
    expressed a preference for Alternative 1, the no-action alternative,
    based on Its low cost.  They suggested zoning the site as restricted
    property.  Following EPA response described below, the County stated
    support for Alternative 4.

    EPA Response:  Federal and state governments are required by law to
    protect the public health, surface water, and groundwater of the
    state.  Selection of the no-action alternative would degrade rather
    than protect the groundwater resources 1n the vicinity of the site.
    EPA bases Its selection of the remedial alternative on several
    factors 1n addition to cost.

1.3  MATER QUALITY COMMENTS

1.  In a written comment, The Friends of Del Norte County commented that
    water and soil samples 1n the vicinity of a monitoring well (HW-5)
    located upgradlent from the drum storage site may Indicate that some
    materials had been transferred out of the designated storage area or
    that unauthorized dumping of pesticides, fumlgants, and toxic
    materials may have occurred on lands controlled by the Del Norte
    County Agricultural Commissioner.
                      .  '   .  .      . .  • , •   ';.-•;-r\ ••• .'•.*•'•••'•. - '- -•'    •  •'
    EPA Response;  As stated 1n the draft Remedial Investigation report
    (July 8, 1985), groundwater samples from MW-5 and nearby auger hole
    13 were found to contain limited amounts of 2,4-0.  Sroundwater
    elevations show that MW-5 1s hydraullcally upgradlent of the source

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    of contamination on-s1te.  Therefore, the source of the 2,4-D
    detected 1n samples taken from MW-5 1s not believed to be from the
    pesticide storage site.  This conclusion 1s supported by the lack  of
    2,4-0 In the auger holes located between the site and NW-5.   The area
    Immediately surrounding Mf-5 has been extensively disturbed  by
    trenching, the result of animal burial and.other activities  by the
    Del Norte County Agricultural Commissioner's Office.  It Is  possible
    that during these activities, pesticide-contaminated materials may
    have been placed 1n the trenches, as evidenced by the presence of  a
    few contaminants 1n a background soil sample taken near NW-5.

2.  Both County and City officials and members of The Friends of Del
    Norte County were concerned about chromium contamination 1n  the
    groundwater 1n the vicinity of the site.

    Four of the six remedial action alternatives specify that the
    groundwater be treated.  The groundwater will be treated for chromium
    and organic* for the length of time required to clean up the organics
    contamination.  Organic; removal will be accomplished by carbon
    adsorption.  Chromium removal will be by a combination
    coagulation/filtration process since 1t has been determined  that the
    chromium 1s 1n participate form.  Further sampling during the
    remedial design stage will verify the form (hexavalent or trlvalent)
    of chromium.  EPA Intends to address the source and size of  the
    chromium contamination plume 1n another study, separate from the Del
    Norte S1tei1nvest1gat1oniF^~A^
    contamination 1s not known.

3.  Del Norte County and The Friends of Del Norte County representatives
    provided suggestions as to the possible sources of chromium
    contamination In the area, such as past Military activities  In the
    area; prev1ous.m1H1ng operations located adjacent ;to Dead Lake;- past
    and present uses of the area by the County airport; or past  and
    present uses of the area as an Illegal dumping ground.

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    EPA Response;  EPA acknowledges the receipt of this Information and
    will pursue these possibilities as part of the chromium Investigation.

1.4  TECHNICAL COMMENTS ON THE PROPOSED REMEDIAL ALTERNATIVES

1.  A letter from the Del Norte County Planning Department questioned the
    cost of monitoring the site under Alternative 1  In light of  the
    conclusion 1n the Draft Feasibility Study report that there  1s  a low
    likelihood of direct contact with contaminated soils and contaminated
    water reaching domestic wells.

    EPA Response;  As stated In the Draft Feasibility Study report.
    Alternative 1 provides for no soil removal and no groundwater
    treatment, and quarterly groundwater monitoring for a minimum of
    thirty years.  Well monitoring would be required to detect plume
    migration through the aquifer.  Groundwater resources 1n the site
    vicinity are contaminated.  Selection of the no-action alternative
    would degrade rather than protect the groundwater resources  1n  the
    vicinity of the site.

2.  At a meeting with EPA, both County and DOHS representatives
    questioned the environmental Impacts of the discharge of treated
    water to surface drainage.

    EPA Response; 'Environmental Impacts on surface drainage may result
    from the discharge of untreated water during a period of treatment
    plant failure.  The Final Feasibility Study report Incorporates this
    Impact Into Alternative 5.

3.  The Del Norte County Planning Department Indicated that a variety of
    City, County, and State permits will be required for the
    Implementation of the remedial alternative.

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    EPA Response;  EPA will attempt to meet the Intent of all state and
    local regulations which may apply to the remedial action chosen.

1.5  ENFORCEMENT QUESTIONS

1.  At a meeting with EPA, Del Norte County representatives expressed
    concern about the County's liability for cleanup costs.        .

    EPA Response;  At this t1«e, EPA Is continuing to evaluate Its
    enforcement position with respect to the County.

2.  The Friends of Del Norte County and Del Norte County representatives
    Inquired about Identification of and negotiations with Potentially
    Responsible Parties (PRPs).  The Friends of Del Norte County were
    Interested 1n the availability of an enforcement-confidential 11st of
    PRPs 1f EPA determined that these parties were not liable for cleanup
    costs.
                                                                  \
    EPA Response;  According to EPA policy, this Information 1s available
    to the public and may be requested by writing to the Regional Office
    at any time.

1.6  PUBLIC PARTICIPATION COMMENTS

    At the August 1..1985, briefing 1n Crescent City, a representative of
    the Del  Norte Triplicate requested that EPA,g1 ve * brlef-1 ng;ito-North*"
    Coast newspapers and radio stations on the status of all sites In
    northern California.
    EPA Response;   This type of media briefing 1s a special  request that
    would be best  directed to the EPA Office of External  Affairs.
    215 Fremont St.,  San Francisco,  California,  the Office  of External—
    Affairs was Informed of this request by Superfund Program staff.

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1.7  EPA RESPONSES TO COMMENTS UNRELATED TO THE DEL NORTE SITE

1.  A letter from The Friends of Del Norte County questioned where
    hazardous wastes generated withIn the County are being transported
    and what agency regulates the Crescent City Landfill.

    EPA Response:  The Individual generators of hazardous wastes can send
    their waste to whatever approved site they choose.   Information from
    manifest forms (stating the waste and disposal site) may be obtained
    from the Toxic Substances Control Division of the Northern California
    Section of OOHS.  The NCRWQCB routinely samples monitoring wells at
    the Crescent City Landfill, which 1s presently not  1ri compliance with
    State Haste Discharge Requirements.

2.  According to the Remedial Investigation report, 1150 drums from the
    Del Norte Site were transferred to sections of the  Crescent City
    Landfill.  However, members of The Friends of Del Norte County said
    that there 1s no Indication that the NCRWQCB has made any checks to
    ensure that those areas are free of site contaminants.  They also
    asked about the fate of 3 barrels of hazardous materials once under
    the control of the County Agricultural Commissioner.

    EPA Response;  The 1150 drums ultimately disposed of at the Crescent
    City Landfill were certified by the County Agricultural Commissioner
    as either having been adequately rinsed prior to storage at the Del
    Norte Site or having been open to the elements and  adequately rinsed
    by rainwater.  Regarding the 3 barrels of hazardous materials,  on
    November 17, 1963, the barrels were shipped to a disposal site 1n
    King City, California.         ;

1.8  REMAINING PUBLIC CONCERNS

    The major public concern Is contamination of the groundwater with
    chromium.  During the remedial design phase, further soil and water

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sampling will verify the form (hexavalent or trlvalent) of chromium.
Hexavalent chromium 1s much more toxic than trlvalent chromium.
Following the additional analyses, EPA will make a determination as
to further Investigation of chromium contamination.  If hexavalent
chromium 1s present, EPA should anticipate community Inquiries about
the chromium contamination and possible health effects.  Another
ongoing concern 1n the community Is the liability of the County  for
cleanup costs.  EPA should maintain contact with NCRWQCB. Del  Norte
County, and The Friends of Del Norte County representatives on the
chromium Issue, enforcement, and the schedule for the remedial action.

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Attachment A

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STAfE OF CALIFORNIA                                                       CEORQC OEUKMEJIAM.

CALIFORNIA REGIONAL WATER QUALITY CONTROL BOAR&-
NORTH COAST REGION
1000 COODINCTOWN CENTER
SANTA ROSA. CALIFORNIA BS401
fhont: 707-S76-MJO    .


       August 9,  1985                                         •'-.-'
       Ms. Hlchele Dermer                 .
       Toxics and Waste Management Division                 ;
       U.S. Environmental Protection Agency
       Hal) Code T-4-3
       215 Fremont Street
       San Francisco. CA  94105

       Dear Ms. Dermert    .

       The  draft  Feasibility  Study  for  the Del Norte County Pesticide Storage
       Area  dated July 6, 1965. has been reviewed.  The following recommendations
       are  based  on  this  review  and  the  clarification  of  specific  points
       established  during  our  meeting  on July 29. 19B5.  with the Department of
       Health Services and woodward-Clyde Consultants.

       The  remedial  action  alternatives  that  we prefer along with additional
       considerations are as follows:

           1.  Limited  soil   excavation  to  include  excavation  of the  sump and
               trench  areas  along  with other areas of identified contamination.
               A  thorough  sampling and analysis of soils during the design phase
               will  serve  as a basis for determining  the extent of contamination
               and excavation.

           2.  Pump  and  treat  the  contaminated  groundwater   as  proposed   and
               discharge  the  treated  water  to  the  nearest Crescent City sewer
               main  via  a pipeline.  The nearest sewer main  Is  located on Pebble
               Beach Drive, approximately 5800 feet from the site.

       We  prefer the above alternatives for«the-following reasbnsl

           1.   The  high cost associated with the removal, transport, and  disposal
               of  soil   can   be minimized   by  Identifying and  removing  only the
               contaminated soils.               .         ,

           2.   The  discharge  of  treated wastewaters  (treated  groundwater) to
               surface   or  groundwaters of  the  State Is  not  an  acceptable
               alternative.     The  proposed treatment cannot achieve standards  for
               discharge  to   surface  waters  established by the Regional  Board's-"
               Basin  Plan;   I.e.,   24-hour   average of 2  ppb for 2,4-D and zero
               discharge  for  2.4,5-T.    Discharge to  the sewer main will  provide
               additional   treatment  and greater   than 100 times dilution before
               discharge to the ocean.

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Ms. Hlchele Dermer
Page 2                              -
August 9. 1985              ,


    3.  The  use  of  a. pipe Tine  provides  a  simple,  passive method for
        transporting  the  treated  groundwater from the site to the City's
        •ewer  system.    Installation  of  the pipeline will probably cost
        significantly  less  than  trucking the treated groundwater, and It
        will  eliminate  the  potential  for labor and Mechanical problems.
        Also,  If  the  cleanup  takes longer than the predicted two years,
        there will be no additional costs to operate the pipeline.

In  addition  to  the  acltlvltes  already  detailed to carry out the above
alternative*  It  will  be  necessary  to  provide  facilities  to hold the
treated  grounovater  In  order  that  It  can  be analyzed for contaminant
levels  before  It  Is released.  This batching procedure awst be continued
until  the  groundwater treatment facility Is operating In a consistent and
satisfactory manner.

If you have any questions regarding the above, please contact me.

                                       Sincerely,
                                      '•Charles S. Greene
                                       Associate Land and
                                        Water Use Analyst
cct  Mr. Dave Gaboury
     Woodward-Clyde Consultants
     I  Walnut Creek Center
     1000 Pringle Avenue
     Walnut Creek. CA  94596

     Friends of Del Norte County
     P.O. Box 229
     Gasquet. CA  95543-

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                  The  friends  of Del  NorteGouty
                      P.O. Bex 225 • Gtqiirt, fcKfomii 95S4S
                                July 30,  1985
Michele Dermer  • .... •   ; :, -. •-'.' •.,-.••: v /.-'•;•  ;'•• .y-'..•-.-•;'•• -  .."'•".••.:'     •  .
Project Manager                        .
O.S. EPA, (T-4-3)
215 Fremont Street
San Francisco, CA  94105

SUBJECTt  Comments on Del Morte County Pesticide Storage  Site
          draft Remedial Investigation ft Feasibility Study

     The Friends of Del Norte County have reviewed the  draft
Remedial Investigation (RI) and Feasibility Study  (FS)  for  the
Del Norte County Pesticide Storage Area "Superfund*  Site.   We
commend the EPA for assuming'responsibility for cleaning  up this
site after our local officials pleaded lack of funds and  declined
to clean np the contamination they either generated  or  allowed  to
occur,  we offer the following comments on your draft RI  ft  FS.

     We believe that immediate action should  be taken to  excavai
the known locations of surface and near-surface pesticide
contamination for disposal off-site at a federally permitted
facility but, that treatment of contaminated  groundwater  should
be deffered until the cause and extent of area-wide  chromium
contamination is determined.  Your July '65 'Fact  Sheet*
identifies such a choice as Alternative |2s the FS's Alternative
12 does not imply that action will eventually be taken  to remove
and treat pesticide contaminated groundwater. The FS discussions
of alternatives 3—:6 indicate that removal of chromium
complicates the treatment of pesticide contaminated  groundwater;
on ce the ch r omi urn si tua tlbn*-t§;- f u 1 ly undef r;s tbod ~we - wou 1d ~no t be " -
surprised to find out that pesticides complicate the treatment  of
chromium contaminated groundwater.

     The revelation that chromium and other petals are  present  in
both the soil and groundwater surrounding the Pesticide Storage
Area greatly distresses us.  We urge the EPA  to determine as
rapidly as possible if the chromium concentrations observed are
of trivalent or hexavalent chromium.  We feel that if bexavalent
chromium is present at unacceptable levels in the  present --
•onitoring wells that the all of the airport  property should be
checked so that an adequate riak assessment can be performed.

     Since we expect that EPA will eventually treat  and dispose
of contaminated groundwater in the Pesticide  Storage Area ft
McNamara Field complex it is appropriate to comment  that—in ouj|
view—trucking of treated wastewater to the Crescent City
deep-water outfall is the prefered option for final  disposal o^


Friends of Del Norte County, P.O. Box 229, Gasquet,  CA  95543

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FDNC/EPA(Dermer)- 07/30/85 - Page 2


such fluids.  Zt is apparently the cheapest option that does  not
unduly alter the present surface/groundvater regime of the area.
It should have the lowest probability of unexpected
cooplications.

    Finally, we must admit to aone dismay at the failure of the
•PA to evaluate all possible contamination sites that have
resulted fro* the activities connected with the operation of  Del
Morte County** Pesticide Container Storage Urea.  Section 1.1.2,
•Site Closure^ of the Hi states that 1,150 drums vere transfered
to special sections of the Crescent City Landfill; however, there
is no indication that any checks have been Bade to insure that
those areas are free of contamination by the sane materials that
pollute the 'Superfund* site.  The HI, Section 1.1.2, also
reveals that 3 drums of hasardous Material from the site have
remained under the control of the County Agricultural
Commissioner for over 3 1/2 years, apparently still awaiting
shipment to a Claas I disposal site.  Water and soil samples  in
the vicinity of MW-5, up-gradient from the acknowledged storage
site, show that some material may have been transferred out of the
designated area or that 'unauthorised* dumping of pesticides,
fumigants, and toxic material may have occured on lands controled
by the County Agricultural Commissioner.  (It may be pertinent to
point out that this county baa never had an SPCA; all animial
control functions here are performed by the Agriculture
Department^)  Given the track record of our Agriculture
Department with respect to the authorised pesticide container
storage site, we feel strongly that all opportunitiea for
possible aoil or groundwater contamination resulting from its
existence should be completely checked out.

     We appreciate the opportunity to comment on EPA'a draft  RI
and PS on the Del Norte County Pesticide Storage Area.  We hope
that our comments will assist you in developing a final set of
studies that adequately address all the man-induced contamination
of the aoil and groundwater in the vicinity of  HcNamara Field
and the Del Norte County Agricultural Commissioner's area of
responsibility.
                                  erely,
                              Martin C. Kelly
                              President
Friends of Del Morte County, p.p. Box 229, Gaaquet, CA  9SS43

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                   COUNTY OF DEL NORTE
                          PUBLIC WORKS BUILDING
                              .700FITTHST.
                      CRESCENT CITY. CALIFORNIA 05531

                           July 30, 1985

PLANNINC DEPARTMENT   •; . .'  '    .:•;.'  ',-:-'. /". .-v";;;' -,.;'.;..,-'
     Michele Denser                         ;
     Project Manager
     U.S. EPA  (T-4-3)
     215 Fremont Street
     San Francisco, CA  94105

     BE:  Del Norte County Pesticide Storage Area Site
          Feasibility Study

     Dear Ms. Dermer:    '

          Yesterday X returned from a vacation and have found the
     above referenced document on ay desk for review and comment.
     In order to meet your public comment period my comments are
     prepared without benefit of the Board of Supervisors and
     Planning Commission review.  Additionally, my comments may
     have already been addressed in previous correspondence not
     received by this office as our involvement has been quite
     limited.                    .

          Our comments are as follows:

          1.  Under all the alternatives identified who bears the
              financial cost?  This County is quite limited in its
              financial abilities and our financial constraints are
                                                               "
          2.  On Page 1-15 the report states that the prevention of
              groundwater leaching is the most sensitive criteria
              for site cleanup.  Further on, the report states that
              the treatment of extracted groundwater for chromium
              would have little effect on the continued "contami-
              nation" of groundwater since extracted groundwater
              will be replaced by chromium-contaminated groundwater
              from^the surrounding area.  The report refers to the, ___ ....
              source of this chromium contamination as • previous
              land use (RI pg. ix) .  Would the continued monitoring
              in Alternative One include identifying the source of
              the chromium contamination and identify any action, if
              necessary, appropriate to remedy   the contamination?
              If not, does EPA propose to address the chromium contami-
              nation further than this report?

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Michele Dermer/ U.S. EPA (T-4-3)
July 30, 1985
Page Two


     3.  The prior land use at the project site was under the
         direction of the Secretary of the Navy.  To date we
         have no specific information which would explain in
         any detail the Navy1* activity at the project site.
         As a fellow Federal agency you say be able to obtain
         information which could explain any of their activity
         and any source of potential chromium •contamination*.

     4.  On Page 4-2 the report states that the likelihood
         of direct contact with contaminated soils and the
         likelihood of contaminated water reaching domestic
         wells is considered low, what are the costs involved
         with monitoring under Alternative One providing to the
         involved agencies?

     5.  Alternative Five provides that the treated ground water
         would be discharged to surface drainage.  What drainage
         course would be used and could a nap of the route of the
         drainage course be provided?  Mill there be any antici-
       ~  pated impacts on wildlife, domestic animals or riparian
         and wetland vegetation?

     €.  Assuming excavation of the site, will the site be
         backfilled and will the area be continued to be
         monitored?  What use, if any, will the site.be avail-
         able for after backfill?

     7.  A local grading permit may be required and a Coastal
         Consistency determination by the State Coastal Office
         may be applicable.

     The report appears to down-play Alternative One as a viable
alternative.  Under the circumstances involved it appears that
it may have genuine merit that should be more carefully considered
by your agency.
     Thank you for this opportunity to
                                    ERNEST PERRY,
                                    Director of B
EP/db                                 and Planning
CC:  Board of Supervisors
     Planning Commission                :

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tTATj Of CMffOtMl*—MUiTH AND wn>AM AOINCf         	                            CtOtOt OtUKMtMAN.

DEPARTMENT OF  HEALTH SERVICES
714/744 > STttIT                              .
SACtAMfNJO. C*  *M14
  (916) 324-7773
           Mr. Keith Takata
           U.S. Environmental Protection             ;
            Agency, Region 9
           •215 Fremont Street   '•  '   , :  ...: ' ";  • "••','•'• ;''•,:'  • ' •::  -'- .•••   '•'-..
           San Francleco, CA  94105

           Dear Hr. Takatas

           DEL RORTE COUNTY PESTICIDES FEASIBILITY STUDY, RECOtHENDATION FOR
           REMEDIAL ACTION.                     j    :
                            -.**'•  '                :                   "
           The Department of Health Services has reviewed the alternatives for
           Del Rorte County pesticides storage site contained in the July 6, 1985
           draft Feasibility Study (FS).   Six alternatives are suggested to
           handle the contaminated soil and the groundwater contamination.
           Generally, the soil contamination consists of organic chemicals and
           exists in s sump area and several former drum storage areas.   However,
           the groundwater la contaminated with several organ!ca and  hexavalent
           chromium and extends beyond the site.  Apparently the chromium is
           coming from outside sources.

           The six alternatives discussed in the FS are summarised below:

           o   no action well monitoring only - $330,000 present worth;

           o   limited excavation no action on groundwater - $796,000 preaent
              worth;   .                    .

           o   limited soil excavation, water treatment and disposal  (treatment
              using carbon absorption and trucking water to Cresoent City Waste
              Water Treatment Plant) - $141 -millioni

           o   limited soil excavation, water treatment and disposal. Same as
              abovebut water trucked to nearest sewer manhole — $1.41  million;

           o   limited soil excavation, water treatment sad disposal. Same as
              above, but short outfall to nearby drainage course.  Rational
              Pollution Discharge Elimination System permit would be required
              $1.04
              excavate entire site to 1 1/2 feet and all hot spots,  treat water
              and discharge to the local drainage course - $1.56 Billion.

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Mr. Keith Takata                 .                         AUP20J90IJ
Page 2
Based on our review of the problem and consideration of the above
alternatives, the Department would like to recommend a different
approach.  Based on reviewing both the TS  and the Remedial
Investigation it appears that insufficient area characterization
exists to designate a 1-1/2 foot excavation depth over the entire
site.  However, cental nine tl on appears to  exist on the surface
throughout the site.  In view of the approximately $500,000 extra
cost for the 1-1/2 foot excavation, it would seem  prudent to
perform additional testing prior to final  design to determine the
location of contaminants.

The Department supports groundwster treatment for both organic* and
chromium.  Further, the Department supports a dlaeharge of the treated
wastewater disposal to the municipality's  sanitary system because of
uncertainty over the length of pumping time.

If you have any questions please call Mr.  Steven Vlanl of my staff
(916) 324-2444.

                                Sincerely,
                                Thomas £. Bailey, Chief
                                Program Management Section
                                Toxic Substances Control Division
cc: Michel Derner, EPA
    Bfevid Gaboury, Woodward-Clyde Associates

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