Hard File Scanned Untitled
05/04/00 15 06 FAX 253 572 2648
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KMS TACOMA
141 001/003
Facsimile Transmittal
Kidder
Mathews
& Segner Inc
-
%7.'/':" , ONCOR
Kidder, Mathews & Segner, Inc:. · ONCOR International
1201 Pacific Avenue, Suite 1400, Tacoma. Washington 98402
Telephone 253-383-5693' Facsimile 253-572-2648
Worldwide Real Estate Servie~s
TO'~~
Fax: S !;D
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Phone
From. Rod Giffels, Sales Associate
(253) 274-4932
Pages.
s
Date s:-I [/ L( ( 0 () Time: ~ D U J1 fi..{~
RE. tSl( ~,J 0 Or:: f)" !r",~0,
o Urgent
o For Review
D Please Reply
If you do not receive this facsimile in
ffs ~ntir~ty. please call 253-383-5693
Comments:
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OFF/C=S IN SEArrlE SOUTH SEATTLE. TACOMA. BELLE VUe AND OVER 200 MARKETS WORLDWIDE
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05/04/00
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15 06 FAX 253 572 2648
KMS TACOMA
141 002/003
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MEMORANDUM
TO:
FROM.
Rod GIffels
DATE:
May 3, 2000
RE:
DeJisting
Cam spoke to Chuck Klme and others at DOE on May 1,2000
The person responsible for gettmg the SIte out for public comment told me it would go out this week
for the 30-day pubhc comment penod. Assummg there are no relevant comnments, at the end of the
30 days the site has been qualIfied for delistmg. TIns IS the official pomt at which the site has met
all the state standards for delistmg, and DOE WIll confirm tillS m a letter Or other approprIate
document at that time. I am waItmg for DOE to call me back with a confmnation of what we can
call the document that they wJ11lssue at the end of the publIc notice penod. There IS a document that
comes out every two weeks called the "SIte Register II ThIs reports the actIvitIes of listed sites and
will reflect the fact that our sIte is qualrfied to be delIsted once the publIc comment penod ends m
early June It IS possible that thIS will serve as a part of the documentatIOn we wIll want at the end of
the publIc comment penod.
Because the "Hazardous Sites LIst" IS updated only tWIce a year, August and February, our sIte WIll
not be physically removed from the lIst until August - again assuming there are no sigmficant issues
ralsed In public comment
There is a second list that may pop Its ugly head up in thIs tangled web, the "Confirmed & Suspected
Contammated SItes LIst." ThIS list is updated in May and December of each year Our site is also
shown on thIS lIst and because we WIll not be out of the public comment penod in May, we WIll be
lIsted on thIS lIst one last tIme this month and we will remalO on that Itst until December The public
notice, the DOE letter and the status report presented m the Site Register that wHI go out In
connectIOn WIth the August dehstmg WIll nullIfy our presence on this lIst at that time.
RG/mas/corres/0503bnzard.OO
05/04/00 15 06 FAX 253 572 2648
KMS TACOMA
141 003/003
A. ~:
.
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Rod,
I called Chuck Kline for more c1anficatlon on documentation at end of
Public Comment penod_ He explained that the Site Register is the DOE
document that someone could refer to If they want to follow the status of a
site listed on the state's Hazardous Site List. I would suggest that the
Buyer plug in to this @ following address - (
www wa.gov/ecologyltcp/pub_lnv/pub_lnv2.html ) and they can see where the
NFA letters were issued, the public notice period begins/closes and when it
is announced that the site will be removed from the Haz. Site List This
site is offered in Adobe TDF format.
Chuck also explained that he can't remember anyone ( banks, Insurance
coso etc.) who have waited to transfer $ until a site has been removed from
the Hazardous Sites List. These Institutions base their decisions on the NFA
letters as you surely know The Hazardous Sites List was developed by the
state solely for the purpose of ranking sites so they could determine where
cleanup funds and other resources should be committed first. Chuck implied
that technically our site should have been removed from this list at the time
that we committed to an Independent Cleanup because there was no longer a
need for the state to rank the site for cleanup resources - too bad he didn't
tell me that 2 yrs ago when we began the I. C action
earn
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AGI I OLD WOOD-FAD
AGENDA
Pre-Construction
DATE: June 18, 1998
TIME: 10:30 A.M.
PLACE: Yelm City Hall
~troducuons
~hC Uuhues l'h
,/ Water o"T\""-
~onstrnctlon Schedule !
a. 6f ?--f1B
~v-\
b
c.
InspectIOns
/ PenUlts required
a. DO.E.
W Flaggmg/Traffic Control
~ty oiYelm Business License
(UTILITIES URG
001-0404YELM
-PSOH
-YWRU
REQUEST NO 19982504432 TIME 15 43 DATE 06/17/1998 COUNTY THURSTON, WA
MUNICIPALITY YELM (INSIDE)
STREET ADDRESS ~ RHOTON RD SE
Property Owner BRIZARD CO///CPPLS T17N R2E S19 NE
LATITUDE 46 946209 LONGITUDE -122 599609 LAT/LONG DISTANCE (FEET)
TWP 1 17N RNG 1 2E SECT 1 19 QTR 1 QTR\QTR 1
TYPE OF WORK U/G TANK REMOVAL
EXTENT OF WORK- DEPTH (FEET) 012
LOC ENTIRE LOT INCLUDE ALL R/W AND EASEMENTS AT ABOVE
ADDRESS
LANCE PETTERSON
PROJ MGR
06/19/1998 START TIME 3 45PM
425-453-8383 OR 206-570-7863 PGR
8-5
A G I TECHNOLOGIES
11811 NE 1ST ST
, --------------
0611711998
CALLER
TITLE
START DATE
PHONE #
CALL BACK
CONTRACTOR
ADDRESS
21 14
Page
L
UTILITIES UNDERGRUUND LUCATIDN CENTER
LOC CTR - WA)
-3740
-RSOH
06/17/1998
-4040
-UWRU
21 14 08PT
-JSOH
-WSOH
554
STE 201, BELLEV, EWA 98004
1/1- - 1 ,"
1/ -I ",7 F VI
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STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
PO. Box 47775 CIl Olympia, Washington 98504-7775 0 (360) 407-6300
February 5, 1998
Ms Kathy Wolf, Mayor
CIty ofYelm
PO Box 479
Yelm, WA 98597
Dear Ms. Wolf:
Thank you for the opportumty to comment on the mItigated determmatIOn of nonsIgmficance to remove three
underground storage tanks, excavate of 300 CUbIC yards of gasoline contammated sOlI, treat the sOlI on-SIte, and
excavate 150 CUbIC yards of dIeseVmotor 011 contammated soil, treat and dIspose of the soil off-SIte (UST
Removal/SIte RemedIation), located at 1001 Rhoton Road as proposed by AGI TechnologIes We revIewed the
envIronmental checklist and have the followmg comments
Leakin2 Under2round Stora2e Tanks.
On-SIte treatment of petroleum contammated soil shall be conducted accordmg to Ecology's "GUidance for
RemedIatIon of Petroleum Contammated Soil" (91-30)
Solid Waste:
Off-SIte treatment and dIsposal may require a solid waste permIt, or that materials be treated at a permItted
facilIty Contact the Thurston County EnVIronmental Health Department for clarIficatIOn.
Under2round Stora2e Tanks:
A notIce of mtent to permanently close tanks must be filed WIth the Department of Ecology at least 30 days pnor
to closure. The closure must be completed wIthm 60 days after expIration of the 30-day notIce unless a WrItten
request for an extension IS approved (Chapter 173-360 WAC)
The on-SIte supervisor, provIdmg tank-closmg services, must be licensed by passmg an exam administered by
the International Fire Code Institute, or by another state WIth whIch Washmgton has a reCIprocIty agreement.
Withm 30 days after closing, a permanent closure checklist form must be proVIded to the Department of
Ecology by the owner The checklist must be signed by the certIfied supervIsor that was on-sIte dUrIng the
closure
A SIte assessment to determme whether contammatIon has occurred must be completed by a profeSSIOnally
qualified person certIfied by the InternatIOnal Fire Code Institute The Department of Ecology's mmImum
reqUirements for sampling for contamination m the excavatIOn area are outlined in a published gUidance
document. ThIS document, forms, and regulatIOns are avaIlable from the Department of Ecology by callIng 1-
800-826-7716 Withm 30 days after completIOn, the person that performed the SIte assessment must proVIde
Ecology a site assessment checklist and results of the testmg.
If contammation of soil or groundwater IS readily VIsible, or IS revealed by sampling, the Department of Ecology
must be notified within 24 hours by the owner and wIthm 72 hours by the servIce provIdmg supervIsor Contact
the EnVIronmental Report Tracking System Coordmator at the Southwest Regional Office at (360) 407-6300
For assistance and mformatIOn about subsequent cleanup and to identify the type oftestmg that will be reqUired
contact the TOXIC Cleanup Program at the Southwest RegIOnal Office at (360) 407-6300 ^.
~" ~<f
Ms. Kathy Wolf
February 5, 1998
Page 2
The Department of Ecology requires the results of the site assessment be maintained for five years after
completion of permanent closure or change-m-servlce We recommend that the records be kept in the property
file mdefimtely for any future property owners to fulfill lIabilIty reqUIrements under the Washmgton Model
TOXlcs Control Act.
If storage tanks contam dangerous or hazardous wastes as defined m Chapter 173-303 WAC, please contact
Ecology's Southwest Regional Office, Hazardous Waste and Toxics Reduction SectIOn, for closure
reqUIrements.
Undt:r the Umform Fire Code, other iocai permits may be reqUired for the closure of underground storage tanks
The local official charged With admmlstratIOn of the Code should be contacted regarding the permit
reqUIrements.
Water Qualitv:
Erosion control measures must be m place pnor to any clearmg, gradmg, or construction. These control
measures must be effective to prevent sOlI from bemg carned mto surface water by stormwater runoff Sand,
silt, and soil will damage aquatic habitat and are considered pollutants.
Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90 48,
Water PollutIOn Control, and WAC 173-201A, Water QualIty Standards for Surface Waters of the State of
Washmgton, and IS subject to enforcement actIOn.
Proper disposal of construction debris must be on land in such a manner that debns cannot enter the natural
stormwater dramage system or cause water qualIty degradatIOn of state waters.
Proper erosion and sediment control practices must be used on the construction site and adjacent areas to
prevent upland sediments from entering the natural stormwater drainage system. All areas disturbed or newly
created by construction activities must be revegetated, use bioengineering techmques, use clean durable nprap,
or some other eqUIvalent type of protectIOn agamst erOSIOn when other measures are not practical.
If you have any questions regarding these comments, please call Ms. Lynn Goodmg (LUST) at (360) 407-6257,
Mr Chuck Matthews (SW) at (360) 407-6383, Mr Mark Henderson (UST) at (360) 407-6263, or Mr Bob
Duffy (WQ) at (360) 407-023Y
A W (98-0375)
cc Bob Duffy, SWRO
Chuck Matthews, SWRO
Lynn Goodmg, SWRO
Mark Henderson, SWRO
SEPA NO 8203
MITIGATED
DETERMINATION OF NONSIGNIFICANCE
Proponent:
AGI Technologies
Description of Proposal
Underground Storage Tank Removal/Site Remediation
Location of the Proposal
1001 Rhoton Rd
SectionfT ownship/Range
NW 1/4 Section 19, Township 17N Range 2E, Tax Parcel 22719210200
Threshold Determination
The City of Yelm as lead agency for this action has determined that this
proposal does not have a probable significant adverse impact on the
environment. Therefore, an environmental impact statement (EIS) will not
be required under RCW 43.21 C 030(2)(c) This decision was made after
review of a completed environmental checklist and other information on
file with the lead agency This information is available to the public on
request.
Conditions/Mitigating Measures
SEE ATTACHED
Lead agency'
Responsible Official
City of Yelm
Kathy Wolf, Mayor
Date of Issue
Comment Deadline
January 23, 1998
5'00 pm, February 9, 1998
Kafw~a~4
This Mitigated Determination of NonSignificance is issued pursuant to Washington Administrative Code 197-11-
340(2) Comments must be submitted to Catherine Carlson, City Planner, at the address below by 5'00 pm,
February 9,1998
You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later
than 5 00 pm, February 9, 1998 You should be prepared to make specific factual objections Contact Agnes
Bennick, City Clerk, to learn more about the procedures for SEPA appeals. This MONS is not a permit and does not
by itself constitute project approval The applicant must comply with all applicable requirements of the City of Yelm
prior to receiving construction permits which may include but are not limited to the City of Yelm Comprehensive Plan,
Zoning Title (17), Critical Areas Ordinance (14 08), Storm water Drainage Design and Erosion Control Manual (DOE),
Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards, Platting and
Subdivision Title (16), and the Shoreline Master Program
DO NOT PUBLISH BELOW THIS LINE
Published Nisqually Valley News, Thursday, January 29, 1998
Posted in public areas January 23, 1998
Copies to Dept. of Ecology w/checklist
All agencies/citizens on SEPA mailing list.
ATTACHMENT
SEPA CASE NO 8209
This Mitigated Determination of Non Significance is based on the project as proposed and impacts and
mitigation reflected in the following
. Environmental Checklist (dated December 19, 1997, prepared by AGI Technologies)
. Phase 2 Envirol)mental Assessment (dated October 15, 1997, prepared by AGI Technologies)
And the following conditions
1 The applicant obtain a Grading Permit from the City of Yelm
2 The applicant shall conduct the site clean-up in accordance with the Model Toxics Control Act,
Chapter 173-340 WAC
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PLANNING DEPARTMENT
()() PWOif()()CityA<lhlin
(x) Applicant (x)?osted
(x) City Planner
(x) PWSecr~tary
(X)l3uilding Off.
(x) Mayor
THE FOLLOWING CASES WILL BE CONSIDERED AT YELM CITY HALL, 105
YELM AVE. WEST, IN COUNCIL CHAMBERS
MEETING DATE Wednesday. January 21. 1998
lil::::I:illll::ii:::::lilll:ll:illlll:l:ill:llill:1 . i:i:i:iilliil~l~i:i:i . :i:::illiil:i:i:i:i:i -
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1 '00 P m . George Hom - Canyon Ranch I material distributed
1 30 P. already
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2:00 P m. ii:ii!!!ii:i:i!iii:i:i:iii:i:iiiiiiiii:i:iiiii:ii!ii:i:iiiiiii: Wood Fab Site - material distributed already
2:30 p.m i!!i!i!!!!!!!!!!!!!!!!!!!!!!!!!!!!i!!!!!!!!!!!!!!!!!!!!!!!!!!:!
3'00 0 m
3 30 p m
Pre-submission meetings' Applicants and/or representatives are required to attend meeting.
Environmental Review/Site Plan Review: Staff review only, applicants and/or representatives are
not required to attend If you plan to attend, please notify the Planning Department at 458-8408
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DEe 2'3 199,! 'RE;CEIPTNo.07 42~4
CFfY" (Jf YELM
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.RECEIVED FROM
~GI ~ECHNOLOGtES
:t.AN~E PETERSON
P.OBOX3~85
BEL:r..EVUE WA.98009-;3885'
2~6-453;...8383
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1212,3/97 7424
REC; NO,
AMOUNT
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CHECK
REFNO.
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MfstEitLANEOUS REC~IP~
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, .
ENVIRONMENTAL CHECKLIST. SITE: 1001 RHOTON RD NW
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.fNV c118~D~ YL-
CITY OF YELM
ENVIRONMENTAL CHECKLIST
Instructions:
The State Environmental Policy Act (SEPA) requires all governmental
agencies to consider the environmental impacts of a proposal before
making decisions. The purpose of this checklist is to provide
information to help identify impacts from your proposal, to reduce
or avoid impacts from the proposal if it can be done, and to help
the City decide whether an EIS is required. An environmental
impact statement (EIS) must be prepared for any proposal with
probable significant adverse impacts on environmental quality.
Th.is... environmental checklist asks you to describe some basic
information about your proposal. The City will use this checklist
to determine whether the environmental impacts of your proposal are
significant and require preparation of an EIS. You must answer
each question accurately, carefully and to the best of your
knowledge. Answer the questions briefly, but give the best
description you can. In most cases, you should be able to answer
the questions from your own observations or project plans without
the need for experts. If you do not know the answer, or if a
question does not apply to your proposal, write "do not know" or
"does not apply". Complete answers to the questions now may avoid
delays later. If the space provided is too small, feel free to
attach additional sheets.
Some questions ask about governmental regulations, such as zoning,
shoreline, and landmark designations. Answer these questions if
you ~an. If you have problems, the city staff can assist you.
The checklist questions apply to all parts of your proposal even if
you plan to do them over a period of time or on different parcels
of land. Attach any additional information that will help describe
your proposal or its environmental effects. You may be asked to
explain your answers or provide additional information for
determining if there may be significant adverse impacts.
Nonproject Proposals Only:
Complete both the checklist (even though many questions may be
answered "does not apply") and the Supplemental Sheet for
Nonproject Actions (part D). For nonproject actions, the references
in the ckecklist to the words "project," "applicant," and "property
or site" should be read as "proposal," "proposer," and "affected
geographic area," respectively.
A
1.
2.
3.
4.
CITY OF YELM
~o ~p~~
?p\ 111 CITY USE ONLY ~ ~~1L\J.~
CHEC~~~C~~ it\~r: :p.:'~~~1-
ENVIRONMENTAL
BACKGROUND
5.
Name of proposed project, if any:
\JS, ~Q..W\.b'M.\ /"S \R R~~\c..--\'o~
~V'~v W()t;)cA F~bV'\c."-\ov--.s F~L.~ \i\-r
\00 \ ~,\P. R"-~-\.,."'~c.l.
Name of applicant: \ \
{\ (J-:L \e.CJI'...~~O~ ie.S
Address and phone number of appli~nt and of an~other contact
person: ? o. ~x. '38"ZS c.o~~GL'---\', Lo..\'\CSL ,,<,~c-\Q..V'S~ ""
~\e.-'/~/ wf\
qcgn~q - "3~ "Ii
Date checklist prepared: \oV \b /q 7
Agency requesting checklist: C'\-\-y o+-- y~\V"\
Proposed timing or schedule (including phasing, if
applicable): \~ ~~DJe...~ ,'s ~"'-\ \<_\O'c-Ai;~ .Jc"'- Y'~l)V\ ~
\.e.sS ~~ o~<L 'V"U>~"'- ~.-::. co~\sL..\-~..
6 .
7.
Do you have any plans for future additions, expansion, or
further activity related to or connected with this proposal?
If yes, explain. ~\
,,",0 .
8.
List any environmental information you know about that has
been prepared, or will be prepared, directly related to this
proposal. "'"\hL ~\\o"'->\~ d..e,-,-,~ V\"'-S ~ rrCt.~ ~
~SR.... J::::: ~It\" i \"<:>v-.. ~V-- ~ \ ~~ s.e.s s. ~-\:
'\=0 V'~ Wucc\. '\=c..b",k",~\r5. ~<"l \;.-\-y
\ool \..\.vJ. R~~"~' ~<L\V""'-) Wt\
Do you know whether applications are pending for governmental
approvals of other proposals directly affecting the property
covered by your proposal? If yes, explain.
~0,^,"L
9 .
10. List any government approvals or permits that will be needed
for your proposal, if known.
Cfro,J. : C ~V'" i >r) c.. MJ 0 f l( <'-.........
CITY OF YELM ENVIRONMENTAL CHECKLIST PAGE 1
forms\sepa
- -- T-
11. Give brief, complete description of your proposal, including
the proposed uses and the size of the project and site. There
are several questions later in this checklist that ask you to
describe certain aspects of your proposal. You do not need to
repeat those answers on this page. k. Eo< ~ Joe.'~ 3CD
~ ~~VfL ~~'e-<'" \JW'\J...ct.~~'^ 'S~o~ -t~ s" co..vo.. 0..:" ,
e: . Ir.k. ~ l.)..(Y/ g.c..~"" \ I "-Q.. ~ <:&'(v\o.. Vi" :. ~~ 05.:>: \ ; -\V'eCA.-\. s..::.-; \ 0 t.\.. S ~ .
\'''''''K. t.ub\C-7C1.. !J k b' ....1 J. \ e.~\/V\^-<>-\-=>v. 0' \ - C.~"'\G.,,".J"~~
~~ \ 'SD bGW' c..\J K.. ya.~~ .
E)(.cC\."~ C\. t+.. 1* \), ~Q)'\~ta.\\.y ~bc..Cl..A~ lAboul'Y
(!. \ -t-V'e:.&\.~ ~'^- J.~5~()~ 1-0 \$' . ~ (*' qrJ ~Ia~: c...b.;;.",~ '7a...c..ye....s
./0\ ) b' ~ o' b ,;...c.k ~""Q\.. ~\.,..-.:;...
\ So 'o~lI\.v..... cU C'- ,/t4. .. ~V'o 'e..<:..""" s,,~~, CA-h>....d- y~Q.c..~.
12. Location of the proposal. Giv~ sufficient information for a
person to understand the precise location of your proposed
project, including a street address, if any, and section,
township, and range, if known. If a proposal would occur over
a range of area, provide the range or boundaries of the
site(s). Provide a legal description, site plan, vicinity
map, and topographic map, if reasonably available. You need
not duplicate maps or detailed plans submitted with any permit
applications related to this checklist. ~
S~V'e.:~..~ ~r~}"s-'. \OO\N,\)J . ~~~-\()"" \<.~c.\./ t.(lL''''''/ l.,u rT
\",'7N) Rz t.) N't:..kt a,.{- Nl)..)~ j S-<2-C.-\Tb",\q '.>i'" ?\w..~ ~ 'E."'VI~"'Y"Q:""\'\~\
V\o'~ ~\().V\. (A.t'\.d.. \/~"'..\"'\7 ~ ~~~ (~\~ v\~'" ~ :'\
. . .. _' \.._ ....i ~ s.~s ~~ ~c<.oe. rt"J
Le. \ ~c.1-\~~C:>"'-'O..~ ~ u
~VIRONMENTAL ELEMENTS
B.
1.
Earth
a. &}nifal description of the
. la, rolling, hilly,
'other
site (circle one):
steep slopes, mountainous,
b. What is the steepest slope on the site (approximate
percent slope)? tv \ 9~
c. What general types of soils are found on the site (for
example, clay, sand, gravel, peat, muck)? If you know the
classification of agricultural soils, specify them and
note any prime farmland.
~&..~j !)V"V'v-ro\
d. Are there surface indications or history of unstable
soils in the immediate vicinity? If so, describe.
~D
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 2
g.
h.
e.
Describe the purpose, type, and approximate quantities of
any filling or grading proposed. Indicate source of
fill. ~D ~\\\\~ 0\1' jJ\I'G\.a\~f~~~' $;l-k. Jj ~k a.+kev-
COIrIPl.s2.A\u,,", o.f-V~ ~~~\~--\t~V'-.. f'{'t,~c..~ \]-JH\
b~ uV\~Y\ad.
Could erosion t&'ccur as a result of clearing,
construction, or us~? If so, geI1:erally descr.ib~. i L~~
~'t'Os.t;:,..... C,).+- ~-\O<"'~'i~ Su. \ ~u0... OCLUV'. SOl \ ~
wi\ \ k. c.::>V\?.\"-~,^ \.Y~A-h d>l<(.$-\l"(. s\-t~~--\{~ c.\.vlI'lV \('a.h,Y ~.e.Y'.
About what percent of the site wil.t be covered with
impervious surfaces after project construction such as
asphalt or buildings? r.,-~r
"" \ L . V'V{Du~ so"'~~,
\" 0 0'\7 ,V\. \W\.~
f.
Proposed measures to reduce or control erosion, or other
impacts to the earth, if any:
SOl \ rr\<...s v..,1\ \ k 0:JV'<.oruA \.Ul'~ \'\tLS-\{L &."'ii:..~-\ i2?'
~V'~t1' V'o...\7 v.> ~~~V'.
2 . Air
a. What types of emissions to the air would result from the
proposal (i.e., dust, automobile exhaust, odors,
industrial wood smoke) during construction and when the
project is completed? If any, generally describe and
give approximate quantities if known. ; .
{Y\i\'\c\r et)>lf~A J2..X..~~v~ cb\l'{~' r\f'O)~'--\ a.c.A,V -+-, ~s .
b. Are there any off-site sources of emissions or odor that
may affect your proposal? If so, generally describe.
~O'\~ k~~\..v".
c. Proposed measures to reduce or control emissions or other
impacts to air, if any:
NDY\.~.
3. 'Water
a. Surface Water
1) Is there any surface water body or wetland on or in the
immediate vicinity of the site (including year-round and
seasonal streams , saltwater, lakes, ponds)? If yes,
describe type and provide names. State what stream or
river it flows into?
I 0 . \~ oV\. C)'V' l""
~/) s\J'V'4~ \.Uc_--\,e..v- Qct:A.7 ()V" ~ ,
" !...ro> vtc-''''\~'f ok -tNL. $\*'
~ \W\~..O\,,"'-. I
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 3
2) will the project require any work over, in, or adjacent
to (within 300 feet) the described waters? If yes,
please describe and attach available plans.
~/A-
3) Estimate the amount of fill and dredge material that
would be placed in or removed from surface water or
wetlands and indicate the area of the site that would be
affected. Indicate the source of fill material.
l't/8-
4) will the proposal require surface water withdrawals or
diversions? Give general description, purpose, and
approximate quantities if known.
~/er
5) Does the proposal lie within a 100-year floodplain? If
so, note elevation on the site plan.
~O
6) Does the proposal involve any discharges of waste
materials to surface waters? If so, describe the type of
waste and anticipated volume of discharge.
~'D
b. Groundwater:
1) will groundwater be withdrawn, or will water be
discharged to groundwater? Give general description,
purpose, and approximate quantities if known.
~i)
2) Describe the underlying aquifer with regard to quality
and quantity, sensitivity, protection, recharge areas, v~
, etc. W o..-'\(LV ...\C\.y~ Y'~se."'~ ~~ cx\o",A \:; ~~~ \,~\~~ ;}""e.\Jt-\0- SU" ... <:..Q...
~'tV\-k1r vnu...-\e..\I'tc...\ '~. .sCM.~cvvA ,,~\ <:o.fC\.b~ c.+- '5:"'l'f\7\~ c;\::>..-.sLs-t'\1.:.
w~eY" SUl'rAy. N~ q\ic..\..1-y olo....-\Go.. fQ.v&.~ ,,,b,.\.Q.... B-Je.(...-,\ 'S~~ IS cf',,- ~ ~\c.7-CC~I..
3) Describe was~e m~terial that will be discharged into or
onto the ground from septic tanks or other sources, if
any (such as domestic sewage; industrial byproducts;
agricultural chemicals).
~ b Y'<<-
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 4
Water Runoff (including storm water):
Describe the source of runoff (including storm water) and
method of collection and disposal, if any (include
quanti ties, if known). Where will this water flow? Will
this water flow into other waters? If so, describe.
N~ do..vilit?JLd :,>~V'Mv.x.~ c:o\\~...Id::.,", sys+r:-"" \~ o.~".. S~u""'~
( 0--':'; "r A')...."".O\A-w\-cpl..,. w'-',c.l... st)a.l.;.,':, 1~ vV\?"-~
0"- 6"'7 \I'V'" ()..,..,- ,~ If .,-'- 0'
(A..r<D-S,
Could waste materials enter ground or surface waters? If
so, generally describe. _ ,_^,^- eV'\€.v /\;( - S,uV'-h.CR-
\)JCL5-t~ ~eV'~(Al~ C:.~'^- e"'-\~v- t!~ \..U ''1.
("'-+ i \ ~~~.."'-
d. Proposed measures to reduce or control surface, ground,
and runoff water impacts, if any: rA \ \ \ \_ _ _.~--'
\ $O,i wi' ~ e.~V'<J'~
Skc>c:...\<.r~M fe..~Y'~\"""~- O>v\~"",\",,~,.....e ~~ev- .
v...n~ -o\^.&-\i<:... $~e..<e..-~\~ cA.u\/' l",,~ v...e..."'"
Plants' t7 C7
a. Check or circle types of vegetation found on the site:
c.
4.
b.
c.
d.
1)
2)
deciduous tree:
evergreen tree:
shrubs
grasses
pasture
crops or grains
wet soil plants: cattail, buttercup, bulrush,
skunk cabbage, other
water plants: water lily, eelgrass, milfoil, other
other types of vegetation
~
alder, maple, oak, aspen, other
fir, cedar, pine, other
What kind and amount
altered? \. I ~~ l ~.
"]. ~" v j "
of vegetation will be removed or
"---- \okk Stt.,,~ 0I.V"\lA VV\."',7 ~ ~~~ .
List threatened or endangered species known to be on or
near the site. N
O~~
Proposed landscaping, use of native plants, or other
measures to preserve or enhance vegetation on the site,
if any:
~()~
5. Animals
a. Circle any birds and animals which have been observed on
or near the site or are known to be on or near the site:
birds: hawk, heron, ducks, eagle, songbirds,
other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, shellfish, other:
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 5
b. List any priority, threatened or endangered species known
to be on or near the site.
~OV\.'<-
c. Is the site part of a migration route? If so, explain.
No
d.
Proposed measures to preserve or enhance wildlife,
any:
if
~i)v\SCL
6 .
Energy and Natural Resources
a. What kinds of energy (electric, natural gas, gasoline,
heating oil, wood, solar etc.) will be used to meet the
completed project's energy needs? Describe whether it
will be used for heating, manufacturing, transportation,
etc.
~/A-
b.
Would your project affect the potential use of solar
energy by adjacent properties? If so, generally
describe.
N;t\
c.
What kinds of energy conservation features are included
in the plans of this proposal? List other proposed
measures to reduce or control energy impacts, if any:
NDV\2-
7. Environmental Health
a. Are there any environmental health hazards, including
exposure to toxic chemicals, risk of fire and explosion,
spills, of hazardous waste, that could occur as a result
of this proposal? If so, describe. . \
?o--\<<:.."'-\\~\ ~tf:So~ ~t: ~~~ w-o.,...kJt.V'~ ...{..::. .p~~V'I:l.e.'-'~ _ . +- "
hy~V'C>C."'\^~h.s cl"V'~ $ ~* V'~~t~ ,/)yus~ \"e~"VC-.\ 0..<:'.-\\ V I fJCS
1) Describe special emergency services that might be
required. \ \. ~_\ ~
\=I~ ih.n'tM~~ cL.>V't~ O.s~ ~W\..<:>~ -- $W\..b">I'Q..
~ ~Jlore.J... ,;. f'V-e.rv-- r\"Oc..e,hJ~e-..s C\.~~ ~ l\Qw€:Dl
2) Proposed measures to reduce or control environmental
health hazards, if any: ~ k "~
v-\ '5:.\K- s. F~...b' '- \-\~~ l,f-h. ~ SQ.. >r7 P '" V-I \
k"eb~ ~oV' ~~ "'V'oj~c...~ as V'e'Y>v!~ \01' S-\~ \Q\.U,
b. Noise
1) What types of noise exist in the area which may affect
your project (for example: traffic, equipment operation,
other)? N
D\I\.~
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 6
8 .
Land
a.
b.
c.
d.
e.
f.
g.
h.
i.
k.
2)
What types and levels of noise would be created by or
associated with the project on a short-term or a long-
term basis (for example: traffic, construction,
operation, other)? Indicate what hours noise would come
from the site. ~()-l--\''''-'4- h~v7 €J()~~ V\o~~l& So~
-t'v'uL'<. ~fft\. <:h> ~~\ ou~ /\""'F~ s~i \ I
~~w t\=> I''i-Z h.~vV"s: '70.- ~ b f''''''
Proposed measure~ to reduce or control noise impacts, if
any:
3)
~CWCL.
and Shoreline Use
What is the current use of the site and adjacent
properties? \'h.L SIK I' 5 0.. \iCA~"'--\ \1I\"J.u~V"~'\.\ ?,"'c.~..\..
~slk \~ S~'I(V'ou~J by 're.S\~-\'Il1\.\ f~F~r ~q
Vo..c.o-M \~""A.
Has the site been used for mineral excavation,
agriculture or forestry? If so, describe.
~o?s\b\y usecl. ~'v- ~\"~'u~~ ,'" ~.s.-\
Describe any structures on the site. lA- l:.s
~I.l t \ J.. \ "" ~",~Y' \y \) $~ o-To ~o...bY' '\ c.~R... WOD ( '" 'Sorce:. J
\o(,~~~ O~ ~~ "c.~--\:k~", vC\,\--'"\' 2>~ -\k ~~.
will any structures be de~olished? If so, what?
~'<:>
What is the current comprehensive plan designation of the
site? ~rJ...Uy,\V'\~ \
What 1S the current zoning classification of the site?
~Jus-\r'~\
If applicable, what is the current shoreline master
program designation of the site?
N/A
Has any part of the site been classified as a "natural
resource", "critical" or "environmentally sensitive"
area? If so, specify. , C~d-r Qf Ye.\"""" EX-tV'e~
~ sik fS \c><-~~ \~ -tk. 1
CA*~~O~ ,1... l\~u~'" \<~~~ AV'~.
Approx~ately how Many people lfould reside or work in the
completed project?
NoitV<-
j .
Approximately how many people would the completed project
displace?
NDY\SL
Proposed measures
impacts, if any:
to avoid
reduce
displacement
or
N ()I\~
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 7
1. Proposed measures to ensure the proposal is compatible
with existing and projected land uses and plans, if any:
~ () V\.SL
9 . Hous ing
a. Approximately how many units would be provided, if any?
Indicate whether high, middle, or low-income housing.
WPt
b.
Approximately how many units, if any, would be
eliminated? Indicate whether high, middle, or low-income
housing.
N/Pr
c.
Proposed measures to reduce or control housing impacts,
if any:
~/A
10. Aesthetics
a. What is the tallest height of any proposed structure(s),
not including antennas; what is the principal exterior
building material(s) proposed?
~/f\
b. What views in the immediate vicinity would be altered or
obstructed?
~bNL
c.
Proposed measures to reduce or control aesthetic impacts,
if any:
N~V\..~
11. Light and Glare
a. What type of light or glare will the proposal produce?
What time of day would it mainly occur?
~1)~
b. Could light or glare from the finished project be a
safety hazard or interfere with views?
No
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 8
c. What existing off-site sources of light or glare may
affect your proposal?
~DV\.~
d.
Proposed measures to reduce or control light and glare
impacts, if any:
N:),,-~
12. Recreation
a. What designated and informal recreational opportunities
are in the immediate vicinity? ~D
b. Would the proposed project displace any existing
recreational uses? If so, describe.~~
c. Proposed measures to reduce or control impacts or provide
recreation opportunities: ~O~~
13.
Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed
for, national, state, or local preservation registers
known to be on or next to the site? If so, generally
describe.
~o
b. Generally describe any landmarks or evidence of historic,
archeological, scientific, or cultural importance known
to be on or next to the site.
~o~~
c. Proposed measures to reduce or control impacts, if any:
~D~
14. Transportation
a. Identify sidewalks, trails, public streets and highways
serving the site, and describe proposed access to the
existing street system. Show on site plans, if any.
S\~ "\ ~ C\.<-c.e..s~ \1\0. ~.\Jj. ~\t\o~ RDcu1
b. Is site currently served by public transit? By what
means? If not, what plans exist for transit service?
Nc>
c. How many parking spaces would the completed project have?
How many would the project eliminate?
~/A
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 9
d.
will the proposal require any new sidewalks, trails,
roads or streets, or improvements to existing sidewalks,
trails, roads or streets, not including driveways? If
so, generally describe (indicate whether public or
private) .
~0
e.
will the project use (or occur in the immediate vicinity
of) water, rail, or air transportation? If so, generally
describe. N D
f.
How many vehicular trips per day would be generated by
the completed project? If known, indicate when peak
volumes would occur. ~~~
g.
Proposed measures to reduce or control transportation
impacts, if any: ~i)~
15.
Public Services
a. Would the project result in
services (for example:
protection, health care,
generally describe: \\0
an increased need for public
fire protection, police
schools, other)? If so,
b. Proposed measures to reduce or control direct impacts on
public services, if any.
N l) v-.Q....
16. utilities
a. Circle utilities currently available at the site:
@ectricitY:; natural gas, _~te~ refuse service,
telephone, sanitary sewer, d3eptlC s stew, other.
b. Describe the utilities that are proposed for the project,
the utility providing the service, and the general
construction activities on the site or in the immediate
vicinity which might be needed.
NoV\ ~
C. SIGNATURE
The above answers are true and complete to the best of my
knowledge. I understand that the City of Yelm is relying on
them to make its decision.
Signature: (7(~
Date Submitted: ~"""~v- \<\. \9.'t7
.
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 10
SUPPLEMENTAL ENVIRONMENTAL CHECKLIST FOR NONPROJECT ACTIONS
(Do not use this sheet for project actions.)
When answering these questions, be aware of the extent of the
proposal, or the types of activities likely to result from the
proposal, would affect the item at a greater intensity or at a
faster rate than if the proposal were not implemented. Respond
briefly and in general terms.
1. How would the proposal be likely to increase discharge to
water; emissions to air; production, storage, or release of
toxic or hazardous substances; or production of noise?
Proposed measures to avoid or reduce such increases are:
2. How would the proposal be likely to affect plants, animals,
fish, or marine life?
Proposed measures to protect or conserve plants, animals,
fish, or marine life are:
3. How would the proposal be likely to deplete energy or natural
resources?
Proposed measures to protect or conserve energy and natural
resources are:
4. How would the proposal be likely to use or affect critical or
environmentally sensitive areas or areas designated (or
eligible or under study) for governmental protection, such as
parks, wilderness, wild and scenic rivers, threatened or
endangered species habitat, historic or cultural sites,
wetlands, floodplains, or natural resource areas?
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 11
Proposed measures to protect such resources or to avoid or
reduce impacts are:
5. How would the proposal be likely to affect land and shoreline
use, including whether it would allow or encourage land or
shoreline uses incompatible with existing plans?
Proposed measures to avoid or reduce shoreline and land use
impacts are:
6. How would the proposal be likely to increase demands on
transportation or public services and utilities?
Proposed measures to reduce or respond to such demand(s) are:
7. Identify, if possible, whether the proposal may conflict with
local, state, or federal laws or requirements for the
protection of the environment.
CITY OF YELM ENVIRONMENTAL CHECKLIST
forms\sepa
PAGE 12
AGI
TECHNOLOGIES
CITY OF YELM ENVIRONMENTAL CHECKLIST ATTACHMENTS
1) Vicinity Map
2.) Legal Description
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Scale in Feet
2000
I
Washtngton
Reference. McKenna, Washington, USGS 7.5 Minute Quadrangle,
US Geological Survey, Reston, VA., 1959, Photorevised 1968,1973.
TECHNOLOGIES
PROJECT NO
16,164001
Vicinity Map
Srizard/ Phase II
Yelm, Washington
DATE
29 Sept 97
FIGURE
AGI
1
164001vm.cdr
DRAWN
GJK
APPROVED
REVISED
DATE -
~~
iVed 12/18/97 9 19AM,
707 622 4,S4 .> AO' "eChhO'OO'." "0.-
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p.&.
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12/18/97 9 20AM,
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622 4134
. Page 3
_> AGI TechnolOgleS;
(707) 822-4134
p.3
Dee 18 97 09:20a
Brizard Compan~
t-
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:t1 t.1..--/1t Cj .z...1 [) ?rOD
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The East .:J-.1$fj feet of the South Half of the North
Half of the Northeast Quarter of the Northwest
Quarter of Section 19, Township 17 North, Range 2
East, W.M., EXCEPTING THEREFROM the East 20 feet
for country road known as Rhoton Road, 'fOGETHER
WITH the following: Beginning at the Southeast
corner of the South Half of the North Half of the
Northeast Quarter of the Northwest Quarter of
Section 19, Township 17 North, Range 2 East, W~M.,
thence North 89()38119" West along the South Line
of said subdivision, 20.00 feet to the Westerly
line of Rhoton Road and the TRUE POINT OF
BEGINNING; thence continuing North 89038'19" West,
alo.Hy said South line of said subdivision 74B.62
feet to the Southwest corner of said subdivision~
thence South 0036'10" West, 18.60 ~eet; thence
South 84021'48" East, 450.33 feet, thence South
00)7'53" West, 82.20 feet, the~ce South 78021'19"
East, 305.63 feet to said Westerly line of Rhoton
Road; thence North 0037'53" East, along said
Westerly line of Rhoton Road, 202.00 feet to the
TRUE POINT OF BEGINNING~
Thurston county, Washington.
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,( /<; t::> '1 Cj '7 I
11
AGI
TECHNOLOGIES
December 19, 1997
16,164.001
Ms. Cathy Carlson
City of Yelm
Planning Department
Post Office Box 479
Y elm, Washington 98597
Dear Ms. Carlson.
Grading Plan
Proposed UST Removal/Site Remediation
Fonner Wood Fabricators Facility
1001 N.W. Rhoton Road
Yelm, Washington
This letter describes AGI Technologies' (AGI) grading plan for proposed environmental remediation
activities at the former Wood Fabricators Facility located at 1001 N W Rhoton Road in Yelm,
Washington. We understand the proposed project will require State Environmental Policy Act
(SEPA) review and a grading permit through the City ofYelm. A City ofYelm environmental SEPA
checklist and $150 SEPA review fee check are enclosed with this letter
AGI will be conducting site remediation activities on behalf of the property owner, The Brizard
Company The Brizard Company is conducting an independent remedial action under the State
Model Toxies Control Act (Chapter 173-340 WAC) AGI conducted a Phase 2 environmental
assessment of the property in August 1997 The assessment identified contaminants of concern at
the site to be petroleum hydrocarbons A copy of the assessment report is provided as an
attachment to the SEPA checklist.
Based on the results of the assessment and our understanding of site facilities, we anticipate the
environmental remediation will include the following activities The areas discussed are shown on
the attached plot plan.
· Remove the 10,000-gallon diesel underground storage tank (UST) located in the southeast area
of the site.
· Remove the two 600-gallon gasoline USTs near the northeast corner of the site.
11811 N.E. 1st Street, Suite 201 · Bellevue, Washington 98005 . P.O. Box 3885 (Zip 98009) . Phone (206) 453-8383 . FAX (206) 646-9523
WASHINGTON OREGON JAPAN
~
Ms Cathy Carlson
City of Yelm
December 19, 1997
Page 2
AGI
TECHNOLOGIES
· Excavate and treat onsite an estimated 300 bank cubic yards of petroleum-contaminated soil
associated with the gasoline USTs.
. Excavate and remove for offsite treatment and disposal an estimated 150 bank cubic yards of
diesel- and motor-contaminated drain rock surrounding two dry well tanks located north of
the site building.
· Potentially relocate an estimated 150 cubic yards of black sand from the western area of the
site to an area away from the property line.
The gasoline UST excavation is expected to measure about 25 feet by 25 feet and extend to the water
table located at approximately 15 feet below ground surface (bgs) It is anticipated the excavation
around the dry well tanks will measure 30 feet by 30 feet and extend to about 8 feet bgs Any
excavation remaining open more than one day will be secured with a temporary fence. The
estimated 300 bank cubic yards of gasoline-contaminated soil will be placed on the concrete slab area
(former building floor) to undergo Solid Phase treatment. Solid Phase treatment relies on naturally
occurring bacteria to biodegrade petroleum hydrocarbons in soil. The process is facilitated by
adding nutrients and moisture and tilling the soil to optimize the available oxygen. Soil samples
will be collected after treatment for analytical laboratory testing to document that petroleum
hydrocarbon concentrations are below cleanup levels. The treated soil will then be used as site fill.
We anticipate the tank removal and site remediation activities will require two to three weeks to
complete.
EROSION CONTROL PLAN
AGI does not anticipate any erosion/runoff issues to be present during the proposed remediation
activities No developed storm water drainage system exists on or near the site. Proposed project
activities will not alter current drainage patterns. Any soil stockpiled onsite will be covered with
plastic sheeting during precipitation events.
GEOTECHNICAL CONSIDERATIONS
None of the areas to be excavated will encroach upon property lines Due to the granular nature
of the site soils, we anticipate excavation sidewalls to naturally slope at about 1 1 No site workers
will enter the excavations. Soil backfilled into the excavations will be placed in lifts not exceeding
12 inches in loose thickness and compacted to at least 90 percent of maximum dry density
Ms Cathy Carlson
City of Yelm
December 19, 1997
Page 3
AGI
TECHNOLOGIES
If you have any questions please contact us at (425) 453-8383
Sincerely,
AGI Technologies
o(MWLC,~
Lance E. Peterson, P G.
Senior Hydrogeologist
LEP / pjs
attachment
cc: Cameron Appleton, The Brizard Company
AGI
TECHNOLOGIES
October 24, 1997
16,164.001
Mr Tim Peterson
City of Yelm
Building Department
Post Office Box 479
Y elm, Washington 98597
DearMr Peterson.
Proposed UST Removal/Site Remediation
Former Wood Fabricators Facility
1001 N. W. Rhoton Road
Yelm, Washington
This letter describes proposed environmental remediation activities at the former Wood Fabricators
Facility located at 1001 N W Rhoton Road in Yelm, Washington. We understand that the City of
Yelm will be responsible for issuing any permits required for the project. AGI Technologies (AGO
will be conducting site remediation activities on behalf of the property owner, Brizard Company
The Brizard Company is conducting an independent remedial action under the State Model Toxics
Control Act (Chapter 173-340 WAC). AGI and the Brizard Company plan to consult with the
Washington State Department of Ecology prior to conducting any remediation activities. AGI
conducted a Phase 2 environmental assessment of the property in August 1997 Based on the results
of the assessment and our understanding of site facilities, we anticipate the environmental
remediation will include the following activities. The areas discussed are shown on the attached
plot plan.
· Remove the 1O,000-gallon diesel underground storage tank (UST) located in the southeast area
of the site.
e Remove the two 600-gallon gasoline USTs near the northeast corner of the site.
· Excavate and treat onsite an estimated 300 cubic yards of petroleum-contaminated soil
associated with the gasoline USTs.
· Excavate and remove for offsite treatment and disposal an estimated 150 cubic yards of diesel
and motor oil contaminated drain rock surrounding two dry well tanks located north of the
site building.
· Relocate an estimated 150 cubic yards of a black sand from the western area of the site to an
area away from the property line.
11811 N.E. 1st Street, Suite 201 · Bellevue, Washington 98005 . P.O. Box 3885 (Zip 98009) . Phone (206) 453-8383 . FAX (206) 646-9523
WASHINGTON OREGON JAPAN
~
Mr Tim Peterson
City of Yelm
October 24, 1997
Page 2
AGI
TECHNOLOGIES
We anticipate the proposed work will take place before the end of 1997 Please call if you have any
questions or require additional information.
Sincerely,
AGI Technologies
~~,~-
Lance E. Peterson, P G.
Senior Hydrogeologist
LEP /tag
attachment
cc: Cameron Appleton, Brizard Company
'"\
'---..l
\
AGI
LJ
'l
TECH NOLOGI ES
LJ
'1
October 15, 1997
u
16,164.001
f\
"
Mr Cameron Appleton
Brizard Company
791 Eighth Street
Arcata, California 95521
w
LJ
"
Dear Mr Appleton.
LJ
'I
Phase 2 Environmental Assessment
Former Wood Fabricators Facility
1001 N.W. Rhoton Road
Yelm, Washington
Li
'\
LJ
'1
This letter report summarizes AGI Technologies' (AGI) Phase 2 environmental assessment conducted
in August 1997 at the former Wood Fabricators Facility in Yelm, Washington. Figure 1 shows the
site location. The purpose of AGI's Phase 2 assessment was to investigate areas of potential
contamination identified in a Washington State Department of Ecology (Ecology) Site Hazard
Assessment dated June 1991 and by AGI during a site reconnaissance in April 1997 Specifically,
areas needing assessment included.
LJ
'\
LJ
.,
. A black sand pile along the western property border
. A sump north of the building on the site.
. Two gasoline underground storage tanks (USTs) near the northeast corner of the site.
. A diesel UST adjacent to a truck scale in the southeast area of the site.
. An above ground storage tank (near the diesel UST) formerly used to prepare a penta-
chlorophenol (PCP) solution.
. A PCP solution dip tank adjacent to the above ground PCP mixing tank.
"
LJ
"
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"I
A plot plan showing these areas is attached. AGI's specific scope of services are described in our
proposal to the Brizard Company dated June 2, 1997 The following sections describe the site, our
field investigation, analytical results, and our Phase 2 conclusions.
LJ
rJ
~
EXECUTIVE SUMMARY
'l
AGI conducted a Phase 2 assessment on August 27, 1997 to investigate areas of potential
contamination. Specifically, we excavated 13 test pits, collected one surface soil sample, and
collected two water samples (one from a dry well tank and another from the dip tank) Selected soil
samples from the test pits as well as the surface sample and two water samples were submitted to
an analytical laboratory for chemical analysis. Chemical analysis results show two areas of concern
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\\811 N.E. 1st Street, Suite 201 . Bellevue, Washington 98005 . POBox 3885 (lip 98009) . Phone (425) 453-8383 . FAX (425) 646-9523
WASHINGTON OREGON JAPAN
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Mr Cameron Appleton
Brizard Company
October 15, 1997
Page 2
AGI
TECHNOLOGIES
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at the site. The first area is around two buried dry well tanks where diesel and motor oil fuel
hydrocarbon contaminated drain rock was discovered. The two dry well tanks are located north of
the site building. The dry well tanks are believed to be part of the former site stormwater system.
The volume of contaminated drain rock is estimated at 150 cubic yards. The second area is the
location of the two gasoline USTs. Gasoline-contaminated soil was encountered adjacent to the
USTs. The volume of gasoline contaminated soil is estimated at 300 cubic yards.
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SITE DESCRIPTION
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The approximately 7-acre industrial parcel has been owned by the Brizard Company since 1983
Before closing in 1989, the site was a wooden cable spool manufacturing plant. We understand that
a small percentage of the wooden spools were treated within the PCP dip tank. Select Wood
Products operated at the site from 1989 through late 1990 The site is bordered on the east by
Rhoton Road, on the north and west by residential property, and on the south by vacant land.
There is a building formerly used to fabricate wooden spools on the northern part of the SIte. The
foundation for a building destroyed in a fire in 1989 is present in the central area of the site.
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The site is relatively flat and occurs on a late Pleistocene Outwash plain. The outwash plain was
created when a melting glacier deposited sand and gravel (and a lesser amount of cobbles and
boulders) The Nisqually River is about 1 mile to the north.
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FIELD INVESTIGATION
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AGI's field investigation was conducted on August 27, 1997 Thirteen test pits were excavated in
the areas of concern using a rubber-tired backhoe. In addition, one surface soil sample was collected
in the black sand area. Test pit and surface soil sample locations are shown on the attached Plot
Plan. Information on the field exploration and sampling procedures is provided in Attachment 1
The soil encountered in each test pit was classified according to the Unified Soil Classification
System as shown on Plate 1 in Attachment 2. Logs of the test pits are also presented in Attachment
2. Test pit soil samples were screened in the field for hydrocarbon contamination using an organic
vapor meter equipped with a photoionization detector (OVM-PID) Soils encountered in the tests
pits consisted of a brown sandy gravel with cobbles and boulders present up to two feet in diameter
A soil horizon consisting of a dark brown/black silty gravelly sand was present in some of the test
pits in the upper 2 feet. Selected soil samples were submitted to MultiChem Analytical ServICes in
Renton, Washington for chemical analysis.
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B lack Sand Area
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A reconnaissance was conducted in the area of the black sand to determine the extent of the area
and its average depth. The black sand is a medium-grained vitreous material of unknown origin.
The black sand is distinctly different from the dark brown/black soil horizon found in some test pits
dug during this investigation. The black sand is also distinguished from black ash material from
former burn piles also present in the area of the black sand. The area containing the black sand is
heavily vegetated and is estimated to be about 80 by 85 feet. The sand ranges in depth from 3
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Mr Cameron Appleton
Brizard Company
October 15, 1997
Page 3
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fECHNOLOGIES
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inches to 8 inches, with an average depth of about 6 inches. We estimate approximately 125 cubic
yards of black sand is present.
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One discrete soil sample (designated 51) was collected from the black sand. The sample was
submitted for RCRA 8 metals analysis by U.S. Environmental Protection Agency (EP A) Method 6010
and 7000 series. These eight metals include arsenic, barium, cadmium, chromium, lead, mercury,
selenium, and silver
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Dry Well Tank Area
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Three catch basins around the existing building drained stormwater to a dry well north of the
building while the facility was in operation. It is unknown if the stormwater drainage system is still
functional. The dry well was thought to possibly drain to a leach field north of the dry well based
on a plan provided to AGI by Brizard Company; however, it was not known if the leach field had
actually been constructed. Five test pits designated TPl through TP5 were excavated in this area
to confirm the presence of the dry well and leach field. The test pits ranged in depth from 3 to 7
feet. Test pit TPl was dug to confirm the presence of the dry well. A dry well estimated to
measure 5 feet by 7 feet by 5 feet deep (approximately I,OOO-gallon capacity) was encountered. TP2
through TP4 were excavated to search for the potential leach field. No evidence of a leach field was
discovered. Due to the presence of hydrocarbon-like staining on the drainrock in TPI, TP5 was dug
to investigate soil conditions A second dry well tank was discovered adjacent to TP5 The second
dry well is approximately the same size as the first. Both dry well tanks are surrounded by an
approximately 3/4-inch drain rock that is coated with hydrocarbon-like staining.
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Two soil samples were submitted for analytical testing from TP5 A sample of the drain rock from
a depth of 6 feet was analyzed for benzene, ethylbenzene, toluene, and total xylenes (BETX) by EPA
Method 8020 and gasoline and diesel-range total petroleum hydrocarbons (TPH) by Washington
State Method WTPH-G and WTPH-D The sample was also analyzed for phenols using EP A
Method 8040 Modified. One soil sample from TP5 collected from native soil underlying the drain
rock at a depth of 7 feet was analyzed for diesel-range TPH by state Method WTPH-D
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One water sample (designated WI) collected from the western drywall tank was also analyzed for
BETX by EPA Method 8020, gasoline and diesel-range TPH by state Method WTPH-G and WTPH-D
and for phenols by EPA Method 8040 Modified. The water is believed to be residual stormwater
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Gasoline UST Area
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Four test pits designated TPI0 through TPI3 were excavated in the area of the gasoline USTs. TPI0
was excavated at the north end of the USTs adjacent to the tank fills Two 3-foot-diameter USTs
were identified adjacent to TPI0 The tanks are believed to be about 12 feet long, making their
capacity 600 gallons each. Soil exhibiting elevated OVM headspace readings and a hydrocarbon-like
staining was encountered near the bottom of the USTs. A more pronounced hydrocarbon-like
staining was encountered at about 8 feet bgs. Groundwater was encountered in TPI0 at a depth of
13 feet bgs A small pool of water at the base of the test pit showed no visible hydrocarbon-like
sheen. TPll through TP13 were excavated to assess for migration of petroleum hydrocarbons at the
water table interface. No field evidence of contamination was encountered in the three test pits
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Mr Cameron Appleton
Brizard Company
October 15, 1997
Page 4
The soil sample exhibiting the highest OVM-PID heads pace reading from TPI0 (11 feet bgs) was
submitted for analysis of BETX by EP A Method 8020, total lead by EP A Method 6010, and gasoline-
range TPH by state Method WI'PH-G.
AGI
TECHNOLOCIES
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Diesel UST Area
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TP6 and TP7 were excavated at the ends of the diesel UST The test pits exposed each end of the
8-foot-diameter tank. The tank is 28 feet long, making its capacity 10,000 gallons. One soil sample
from the base of each test pit was submitted to MAS for diesel-range TPH analysis by state Method
TPH-D
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Above Ground Stora~e Tank and Dip Tank Area
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One test pit (TP8) was excavated adjacent to the east end of the empty AST The tank is 6 feet
diameter and 18 feet long, making its capacity about 3,800 gallons TP8 was located below a drain
on the east side A5T which formerly transferred PCP solution to the dip tank. TP8 was excavated
to a depth of 14.5 feet bgs Groundwater was encountered at 14 feet bgs. The soil sample collected
at a depth of 3 feet was submitted for analysis of phenols by EPA Method 8040 Modified.
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TP9 was excavated on the west side of the dip tank to a depth of 13 feet bgs, where groundwater
was encountered. Soil sampled at 3 feet bgs (side of the dip tank) and 9 feet bgs (below the bottom
of the dip tank) was submitted for phenols analysis by EP A Method 8040 Modified. The open top
tank is 8 feet in diameter and 5.5 feet deep, making its capacity about 2,000 gallons
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CHEMICAL RESULTS
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Chemical results are presented in Tables 1 through 5 and are discussed below Analytical results
from the soil and water samples were compared to state Method A cleanup levels (Ecology, 1996a)
or risk-based (Method B) cleanup levels (Ecology, 1996b) Method A cleanup levels have been used
for fuel hydrocarbons and a portion of the metals. Phenols (e.g., PCP) and certain of the metals are
not tabulated under Method A and, therefore, we compared concentrations to risk-based Method
B cleanup levels. Copies of the laboratory reports are included in Attachment 3
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B lack Sand
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Metal results for sample 51, black sand, are listed in Table 1. Cadmium and chromium exceed
Method A residential cleanup values. None of the metal concentrations exceed Method A industrial
cleanup levels. Because no Method A cleanup levels exist for barium, selenium, and silver, detected
concentrations were compared to risk-based Method B cleanup levels. Sampled concentrations for
barium, selenium, and silver were well below Method B cleanup levels.
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Brizard Company
October 15, 1997
Page 5
Dry Well Tank Area
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Chemical results for soil and water samples obtained from the dry well tank area are listed in Table
2. The sample from TP5 collected at 6 feet contains no gasoline-range hydrocarbons. The sample
does contain elevated concentrations of diesel and motor oil-range hydrocarbons. Diesel is present
at a concentration of 8,600 milligrams per kilogram (mg/kg) and motor oil TPH is present at a
concentration of 45,000 mg/kg. No elevated phenols concentrations are present in the sample from
6 feet (i.e., detected concentrations were well below Method B risk-based cleanup levels) The
sample collected at 7 feet from TP5 was analyzed for diesel- and motor oil-range hydrocarbons to
investigate for the vertical migration of the petroleum hydrocarbons. No petroleum hydrocarbons
were detected in the 7-foot sample.
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Chemical results for the water sample obtained from the dry well tank (designated WI) were similar
to the drain rock sample from TP5; that is, elevated gasoline constituents and phenols were not
detected but elevated diesel- and motor oil-range hydrocarbons were detected.
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Gasoline UST Area
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Chemical results for the soil sample collected from TPlO at a depth of 11 feet are listed in Table 3
The sample contained gasoline-range hydrocarbons at a concentration of 680 mg/kg, which exceed
the 100 mg/kg Method A cleanup level. The low concentrations of the BETX constituents indicate
an aged gasoline. The only BETX constituent exceeding the Method A cleanup level was total
xylenes at a concentration of 25 mg/kg.
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Diesel UST Area
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Chemical results for the soil samples collected at the ends of the diesel UST are listed in Table 4.
No diesel-range hydrocarbons were detected.
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Aboveground Storage Tank and Dip Tank Area
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The chemical results for soil and water samples collected in the AST and dip tank area are listed in
Table 5. The soil sample from TP8 (below the AST drain) collected at a depth of 3 feet contained
0.25 mg/kg PCP The sample collected from TP9 (adjacent to the dip tank) at a depth of 3 feet
contained 3.3 mg/kg PCP and 0 12 mg/kg tetrachlorophenol. The sample from 9 feet in TP9
contained 0032 mg/kg PCP Because no Method A cleanup levels exist for these constituents,
detected concentrations were compared to risk-based Method B levels. Detected concentrations in
soil were well below Method B cleanup levels of 8.33 mg/kg for pentachlorophenol and 2,400
mg/kg for tetrachlorophenol.
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The water sample W2 collected 'from the dip tank contained elevated concentrations of phenols
including PCP at 12,000 J.lg/L. The phenols concentrations exceeded risk-based Method B cleanup
levels
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Mr Cameron Appleton
Brizard Company
October 15, 1997
Page 6
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TECHNOLOGIES
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SUMMARY AND CONCLUSIONS
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B lack Sand
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A grab sample of the black sand contained cadmium and chromium at concentrations exceeding
State Method A cleanup levels for residential soil. Cadmium at 99 mg/kg was close to exceeding
the 10 mg/kg Method A industrial cleanup level for soil. These results indicate the sand likely
contains some metals at concentrations exceeding Method A residential cleanup levels for soil.
However, Method A industrial cleanup levels are likely applicable to the site.
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Dry Well Tank Area
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The two dry well tanks contain residual stormwater and an unknown quantity of sludge with diesel-
and motor oil-range hydrocarbon concentrations exceeding state Method A cleanup levels. Drain
rock surrounding the dry well tanks also contains diesel and oil range TPH exceeding Method A
cleanup levels The estimated volume of the drain rock is 150 cubic yards
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Gasoline-range hydrocarbons and total xylenes exceed Method A cleanup levels in soil around the
two gasoline USTs. The three test pits (TP11, TP12, and TP13) excavated around the UST area
showed no field evidence of hydrocarbon contamination, indicating that the contaminated soil
around the gasoline USTs is relatively localized. The volume of gasoline-contaminated soil is
estimated at 300 cubic yards.
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Diesel UST
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The results of the Phase 2 assessment show no release has occurred from the diesel UST
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Above Ground Storage Tank
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The results of the Phase 2 assessment indicate no phenols are present at concentrations exceeding
risk-based Method B cleanup levels adjacent to the above ground storage tank. The low
concentration of PCP found in TP8 at 3 feet bgs is likely the result of minor spills during past wood
treating activities. The tank is currently empty, containing only minor scale material.
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Dip Tank
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The results of the Phase 2 assessment show no phenols are present at concentrations exceeding risk-
based Method B cleanup levels adjacent to or below the dip tank. The low concentrations of PCP
found in TP9 at 3 and 9 feet bgs are likely the result of minor spills during past wood treating
activities. The dip tank contains approximately 1,900 gallons of water with dissolved phenols and
an unknown quantity of sludge.
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Mr Cameron Appleton
Brizard Company
October 15, 1997
Page 7
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LIMITATIONS
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The analyses and conclusions presented in this letter are based on conditions encountered at the
time of our field investigation, on information provided by the Brizard Company, and on our
experience and professional judgement. AGI cannot be responsible for interpretation by others of
the data contained herein.
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Our work has been performed in a manner consistent with that level of care and skill ordinarily
exercised by members of the profession currently practicing under similar conditions in the area.
No other warranty, express or implied, is made.
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Sincerely,
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AGI Technologies
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Lance E. Peterson, P G.
Seni ydrogeologist
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Ray ond M. Sadowski, CHMM
Associate Engineer
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LEP /RMS/tag
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attachments
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cc: Lynn Gooding; Washington Department of Ecology, Southwest Regional Office
Chuck Cline; Washington Department of Ecology, Southwest Regional Office
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References
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Ecology. 1996a. The Model Taxies Control Aet Cleanup Regulation, Chapter 173-349 WAC.
Washington State Department of Ecology Toxies Cleanup Program. Pub. No. 94-06. January
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Ecology 1996b. Model Taxies Control Act Cleanup Levels and Risk Calculations (CLARC II) Update.
Washington State Department of Ecology Pub. No. 94-145. February
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Table 1
Black Sand Area - Metals
Brizard/Phase 2 Assessment
Yelm, Washington
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Sampled. 8/27/97
EPA Test Method 6010 and 7000 Series
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, . MethodA' r'1~h()dA
.-.-0. ....... ". .
.~e$id~l'ltiaJ lt1dtJ$tl"i~1 .M~hod 'f3:...
.. a1 c:;'~a!:1up'. ..r:::,u,e ClellfrlJP
ME!taF iilgJk9: L;~ver~,. . ....teverti
Arsenic 19 20 200 -
Barium 38 - - 5,600
Cadmium 9 9 2 10 -
Chromium 190 100 500 -
Lead 140 250 1 ,000 -
Mercury <0 1 1 1 1 -
Selenium <1 34 - - 400
Silver 4 2 - - 400
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Notes:
a) Method A suggested cleanup level for residential or industrial soil
promulgated under Washington Administrative Code Chapter 173-340,
Model Toxics Control Act Cleanup Regulation (MTCA).
b) MTCA Method B formula value from the Department of Ecology Publication
#94-145, Model Toxics Control Act Cleanup Levels and Risk Calculations
(CLARC II) Update (updated 1/96).
mglkg - Milligrams per kilogram.
< - Concentration not detected at or above listed value.
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6164-001\melals.xls
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Table 2
Dry Well Tank Area - VOCs and Fuel Hydrocarbons
Brizard/Phase 2 Assessment
Yelm, Washington
Sampled 8/27/97
AGI
rECHNOLOGIES
. . .....
Washington~tate
:.. ;PAT~stMe,thOd Te~t Method"
',',',",,",,' .".....-.- ....
.-.-.--.", .....'.. ----.-.
l:iETXS036/8620 . :WTPH\e WTPH~D .::.. .WTPH~D::
Appfc:)*. cc. Total
"Sample :
.Plilpth BE!til,~l1e Eth (beniene Toluene ....XyleMs Gasolihe piElliel on
:....y........... ...... . .... ,.,....--...".
SarnpletO "(ftbgs) mglkg .. mg/kg: IT\glkg .. mg/1<9
:
Soil (mq/kq)
TP5-6 6 <0 040 <0 040 0 080 <0 040 <9 8,600 45,000
TP5-7 7 NA NA NA NA NA <1 1 <44
Cleanup Levels a 0 5 20 40 20 100 100 100
Water (l1q/L)
W1 (Dry well tank water <0.50 <0 50 <0 50 <0 50 <100 15,000 51,000
sample)
Cleanup Levels a 5 30 40 20 1,000 1,000 1,000
Soil (Sampled. 8/27/97)
EPA Test Method 8040
"
SarnpleLO. lIIlethOds
Cleanup
1P5:.,& L~v~l$tl. .
Ph~llols lng/kg.. frig/kg
2,4-Dichlorophenol <0.070 48
Pentachlorophenol (PCP) 0090 8.33
Tetrachlorophenol (total) 0.020 2,400
2,4, 5- Trichlorophenol 0020 -
2,4,6- Trichlorophenol <0 020 -
Dry Well Tank Water Sample (Sampled 8/27/97)
EPA Test Method 8040
Sample 10. MethodS
Cleanup
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l,evets ".
PheflQI$ l1glC "jlg/L
2,4-Dichlorophenol 2.9 48
Pentachlorophenol (PCP) 0.10 0729
Tetrachlorophenol (total) <010 480
2,4,5-Trichlorophenol <010 -
2,4,6- Trichlorophenol 0 11 -
Notes
a) Method A suggested cleanup level for residential soil or groundwater promulgated under Washington Administrative
Code Chapter 173-340, State of Washington Model Toxics Control Act Cleanup Regulation.
b) MTCA Method B formula value from the.oepartment of Ecology Publication #94-145, Model Toxics Control Act
Cleanup Levels and Risk Calculations (CLARe II) Update (updated 1/96).
ft bgs - Feet below ground surface.
NA - Not analyzed.
mg/kg - Milligrams per kilogram.
pg/L - Micrograms per liter
TPH - Total petroleum hydrocarbons.
< - Concentration not detected at or above listed value.
6164-001\TPH.xfsltab: Drywell Tank Area
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Table 3
Gasoline UST Area - Fuel Hydrocarbons and Total Lead
Brizard/Phase 2 Assessment
Yelm, Washington
..J Sampled 8/27/97
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ePAt~stMeth()d. ' T~t M~tlt9d
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BETX5030f8020::: ' 6010 WTPH'~G,
,ApproX;
Sample 'total Ti:>tal
., [)~pth $~nze"e I:thylbE!rlien~ "c>t~ene ).(yleri~ .. J.:~ar.j Gas()lil'le
Sample LD, >(ftbgs) mglkg : .. .. : mg/kg ~
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TP 1 0-1 1 1 1 <0 028 1 4 1 6 25 1 1 680
Cleanup Levels a O. 5 20 40 20 250 1 00
Notes:
a) Method A suggested cleanup level for residential soil promulgated under Washington Administrative
Code Chapter 173-340, State of Washington Model Toxics Control Act Cleanup Regulation.
ft bgs - Feet below ground surface.
mg/kg - Milligrams per kilogram.
TPH - Total petroleum hydrocarbons.
< - Concentration not detected at or above listed value.
6164-001\TPH.xls\tab: betx-gas
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Table 4
Diesel UST Area - Fuel Hydrocarbons
Brizard/Phase 2 Assessment
Yelm, Washington
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Sampled" 8/27/97
(
':':"" Wash~~!)tort $t~te
T~stMetlto<f
:,.. .. ........ ...........uuu
WfPH..o
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S~t1tpl~" ...
Deptf1 . . .tlies~l.
$ampleM). .. (ftbgs) mg/kg'
TP6-1 1 1 1 <1 1
TP7-9 9 <1 1
Cleanup Levels a 200
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Notes.
a) Method A suggested cleanup level for residential soil
promulgated under Washington Administrative
Code Chapter 173-340, State of Washington Model
Toxics Control Act Cleanup Regulation.
ft bgs - Feet below ground surface.
mg/kg - Milligrams per kilogram.
TPH - Total petroleum hydrocarbons.
< - Concentration not detected at or above listed value.
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TECHNOLOGIES
6164-001ITPH.xlsllab: Diesel
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Table 5
Analytical Results for Dip Tank and Aboveground Tank Areas
Brizard/Phase 2 Assessment
Yelm, Washington
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Soil (Sampled: 8/27/97)
EPA Test Method 8040
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Slimpl4:: tPCandAi:>pr()i(~[)eptfl(ftbgs)' ,..
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Phenols
TP!b:l'.'
3':':',
InS/kg
TP~~..
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2,4-Dichlorophenol
Pentachlorophenol (PCP)
Tetrachlorophenol (total)
2,4,5- Trichlorophenol
2,4,6- Trichlorophenol
<0.021
0.25
<0 0052
<0.0052
<0 0052
<0 021
3.3
0.12
<0 0053
<0 0053
<0.021
0032
<0 0053
<0 0053
<0 0053
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Water (Dip Tank) (Sampled: 8/27/97)
EPA Test Method 8040
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2,4-Dichlorophenol <2,400 48
Pentachlorophenol (PCP) 12,000 0.729
T etrachlorophenol (total) 650 480
2,4,5- Trichlorophenol <940 -
2,4,6- Trichlorophenol <940 -
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a) MTCA Method 8 formula value from the Department of Ecology
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ft bgs - Feet below ground surface.
mglkg - Milligrams per kilogram.
I1glL - Micrograms per liter
< - Concentration not detected at or above listed value.
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AGI
Vicinity Map
Srizard/ Phase II
Yelm, Washington
DATE
29 Sept 97
APPROVED
REVISED
DATE -
FIGURE
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TECHNOLOGIES
PROJECT NO
16164.001
DRAWN
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Field Exploration and Sampling Procedures
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Field Exploration and Sampling Procedures
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SOIL SAMPLING
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All soil samples were collected using a stainless steel spoon that was decontaminated between
sample locations. Soil samples from each sampling location were packed with a minimum of
heads pace into an 8-ounce laboratory supplied glass jar, labeled, and sealed with a chain-of-custody
seal. Soil samples taken from the test pits were collected from the middle of the backhoe bucket.
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WATER SAMPLING
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Water samples were collected using a disposable Teflon bailer and transferred into a I-liter
laboratory supplied jar Samples analyzed for gasoline-range petroleum hydrocarbons were placed
in 40 milliliter VOA vials with zero headspace. All water sample containers were labeled and sealed
with a chain-of-custody seal.
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FIELD SCREENING
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An organic vapor meter equipped with a photoionization detector (OVM-PID) was used to screen
soil samples as follows. soil samples were placed in a plastic resealable bag and disaggregated.
After about one minute the OVM-PID probe was inserted through the bag in the space (heads pace)
above the soil and the maximum reading on the instrument was recorded. This screening technique
is not a compound-specific analysis and is affected by climate (e.g., temperature and humidity), soil
type and condition, and instrument calibration and operation. The intent of this analysis is to
qualitatively compare samples and assist in selecting samples for chemical analysis
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DECONT AMINA TION PROCEDURES
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Rinse in potable water
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Wash and scrub with nonphosphate-based detergent and potable water
3 Rinse with distilled water
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Air dry and store in a dean plastic bag between sampling.
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completeness and cap tightness. Each sealed sample container was placed upright among packing
material in a cooler chilled with ice. The samples were stored and transported under chain-of-
custody procedures. Copies of the completed chain-of-custody forms are presented with the
laboratory reports in Attachment 3.
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DOCUMENTATION
Daily Field Report
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The AGI representative reported daily activities on a Field Investigation Daily Report form.
Personnel on site, visitors, weather, general activities planned and performed, and any problems
were included on the daily report. Daily field reports and other documentation of field activities
are contained in the project file.
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Soil and Water Samplin1
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discussions of field observations, including visual observations, field parameter measurements, and
problems encountered. Soil and water sampling records were completed for all samples submitted
to the laboratory
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Sample containers were labeled with the following information
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. Project identification
. Date
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· Sampler's Initials
. Sample Identification
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accompanied the samples to the laboratory
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UNIFIED SOIL CLASSIFICATION SYSTEM
MAJOR DIVISIONS TYPICAL NAMES
GRAVELS
More than half
coarse fraction
is larger than
No 4 sieve size
SANDS
More than half
coarse fraction
is smaller than
No 4 sieve size
Clean gravels with
little or no fines
Gravels with
over 12% fines
Clean sands with
little or no fines
Sands with
over 12% fines
SILTS AND CLAYS
Liquid limit less than 50
SILTS AND CLAYS
Liquid limit greater than 50
HIGHLY ORGANIC SOILS
GW
Well graded gravels, gravel-sand mixtures
Poorly graded gravels, gravel-sand mixtures
Silty Gravels, poorly graded gravel-sand-silt
mixtures
Clayey gravels, poorly graded
gravel-sand-c1ay mixtures
Well graded sands, gravelly sands
Poorly graded sands, gravelly sands
Silty sand, poorly graded sand-silt mixtures
Clayey sands, poorly graded sand-clay
mixtures
Inorganic silts and very fine sands, rock flour, silty or
clayey fine sands, or clayey silts with slight plasticity
Inorganic clays of low to medium plasticity,
gravelly clays, sandy clays, silty clays. lean clays
Organic clays and organic silty clays of low plasticity
Inorganic silts, micaceous or diatomacious fine
sandy or silty soils, elastic silts
Inorganic clays of high plasticity, fat clays
Organic clays of medium to high plasticity,
organic silts
Peat and other highly organic soils
CONTACT BETWEEN UNITS
Well Defined Change
-- Gradational Change
- - - Obscure Change
End of Exploration
GP
GM
GC
: 0-
SW
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MOISTURE DESCRIPTION
Dry - Considerably less than optimum for compaction
Moist - Near optimum moisture content
Wet - Over optimum moisture content
Saturated - Below water table, in capillary zone, or in perched groundwater
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PHYSICAL PROPERTY TESTS
Con sol
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PL
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SA
TxS
TxP
Perm
Po
MD
DS
VS
Comp
Consolidation
Liquid Limit
Plastic Limit
Specific Gravity
Size Analysis
Triaxial Shear
Triaxial Permeability
Permeability
Porosity
Moisture/Density
Direct Shear
Vane Shear
Compaction
UU - Unconsolidated, Undrained
CU - Consolidated, Undrained
CD - Consolidated, Drained
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SAMPLE
. "Undisturbed"
~ Bulk/Grab
OJ Not Recovered
ffiiillI Recovered, Not Retained
BLOWS PER FOOT
Hammer is 140 pounds with 30-inch drop, unless otherwise noted
S - SPT Sampler (2 O-Inch 0 D )
T - Thin Wall Sampler (2 8-lnch Sample)
H - Split Barrel Sampler (2 4-lnch Sample)
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TECHNOLOGIES
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Soil Classification/Legend
Brizard/Phase 2 Assessment
Yelm, Washington
DRAWN
PJS
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DATE
8 Sept 97
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DATE -
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BROWN GRAVELLY SAND (SP) dense moist; with some cobbles and
'1 boulders up to 1-foot diameter
L1 GRAVEL DRAINROCK (approximately 1" to 1 5" diameter) with
hydrocarbon-like staining
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No groundwater encountered
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'1 0 :~ .~ .,. metal debris and organics
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r\ Brizard/Phase 2 Assessment 2
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PROJECT NO. DRAWN DATE REVISED DATE-
"i 16164001tp.cdr 16,164.001 PJS 8 Sept 97
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A 0 DARK BROWN-BLACK SILTY GRAVELLY SAND (SM) dense, moist; with
some cobbles
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up to 1-foot diameter
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No groundwater encountered
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Elevation
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DARK BROWN-BLACK SILTY GRAVELLY SAND (SM) dense moist; with
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0 0 BROWN SANDY GRAVEL (GP) dense moist; with cobbles and boulders
up to 0 75-foot diameter
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TECHNOLOGIES
PROJECT NO. DRAWN DATE REVISED DATE-
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up to 1-foot diameter
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10 No groundwater encountered
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Elevation
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No groundwater encountered
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<I Brizard/Phase 2 Assessment 4
cJ Yelm, Washington
TECHNOLOGIES
PROJECT NO DRAWN DATE REVISED DATE-
r! 16164001tp.cdr 16 164.001 PJS 8 Sept 97
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0
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Elevation
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15 Test pit terminated at 14 5' bgs
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AGI Test Pit Logs PLATE
'\ Brizard/Phase 2 Assessment 5
0 Yelm, Washington
TECHNOLOGIES
PROJECT NO DRAWN DATE REVISED DATE-
n 16164001tp.cdr 16,164.001 PJS 8 Sept 97
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Test Pit Number
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Land Surface Approx 330' MSL Date
Elevation
8/27/97
5
10
15
BROWN SANDY GRAVEL (GP) dense, moist; with cobbles and boulders
up to i-foot diameter
Becomes wet to saturated
Test pit terminated at 13 0' bgs
Groundwater encountered at 13 0' bgs
Test Pit Number
TP10
Land Surface Approx 330' MSL Date
Elevation
8/27/97
DARK BROWN SANDY GRAVEL (GP) dense, moist; with cobbles and
boulders up to i-foot diameter
Becomes gray
Becomes saturated, brown. increased gravel content.
Test pit terminated at 13 0' bgs
Groundwater encountered at 13' bgs
PLATE
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AGI
TECHNOLOGIES
PROJECT NO
16,164001
<i
16164001tp.cdr
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Test Pit Logs
Brizard/Phase 2 Assessment
Yelm, Washington
6
DRAWN
PJS
DATE-
DATE
8 Sept 97
A'1'~V~D
r//:/'
REVISED
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0
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Elevation
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ARSENIC AA/GF EPA 7060 R
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LEAD ICAP EPA 6010 R
MERCURY AA/COLD VAPOR EPA 7471 R
SELENIUM AA/GF EPA 7740 R
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09/10/97 09/12/97 <0.25 1.0 RS7416I
09/10/97 09/12/97 <0.50 1.0 RS7416I
09/10/97 09/12/97 <1.5 1.0 RS74161
09/18/97 09/19/97 <0.10 1.0 HG7149S
09/10/97 09/30/97 <0.25 1.0 RS7415F
09/10/97 09/12/97 <0.50 1.0 RS7416I
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CHROMIUM 09/10/97 09/12/97 190 5.0 RS7416I
LEAD 09/10/97 09/12/97 140 5.0 RS74161
MERCURY 09/18/97 09/19/97 <0.11 1.0 HG7149S
SELENIUM 09/10/97 09/30/97 <1.34* 5.0 RS7415F
SILVER 09/10/97 09/12/97 4.2 5.0 RS7416I
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SAMPLE DUP SPIKED SPIKE % BATCH
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ARSENIC BLANK <0.250 N/A N/A 1. 28 1. 58 102 RS7415F
ARSENIC 708078-1 3.27 2.85 14 6.93 4.30 85 RS7415F
BARIUM BLANK <0.500 N/A N/A 47.3 50.0 95 RS7416I
BARIUM 708078-1 52.0 44.6 15 97.7 57.9 79 RS7416I
CADMIUM BLANK <0.250 N/A N/A 45.5 50.0 91 RS7416I
CADMIUM 708078-1 <0.296 <0.294 NC 48.0 57.9 83 RS7416I
CHROMIUM BLANK <0.500 N/A N/A 46.9 50.0 94 RS7416I
CHROMIUM 708078-1 26.9 29.7 10 80.5 57.9 93 RS74161
LEAD BLANK <1. 50 N/A N/A 45.1 50.0 90 RS74161
LEAD 708078-1 11.8 17.1 37* 63.1 57.9 89 RS74161
MERCURY BLANK <0.100 N/A N/A 1. 01 1. 00 101 HG7149S
MERCURY 821131-9 <0.108 <0.108 NC 1. 37 1. 07 128 HG7149S
SELENIUM BLANK <0.250 N/A N/A 1.14 1. 25 91 RS7415F
SELENIUM 708078-1 <0.585 <0.590 NC 0.365 1. 43 26 RS7415F
SILVER BLANK <0.500 N/A N/A 48.4 50.0 97 RS7416I
SILVER 708078-1 <0.592 <0.589 NC 44.3 57.9 77H RS7416I
* = RPD outside control limits.
H = Out of limits.
NC = Not Calculable.
CONTROL LIMITS
-----------------------------------------------------------------------------
BLANK BLANK MATRIX MATRIX MATRIX
SPIKE SPIKE SPIKE SPIKE DUPLICATE
ELEMENT %RECOVERY RPD %RECOVERY RPD RPD
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ARSENIC 35-147 N/A 86-117 N/A 35
BARIUM 80-120 N/A 37-152 N/A 35
CADMIUM 80-120 N/A 67-110 N/A 35
CHROMIUM 80-120 N/A 62-120 N/A 35
MERCURY 80-120 N/A 51-149 N/A 35
SELENIUM 77-115 N/A 20-100 N/A 35
LEAD 80-120 N/A 58-123 N/A 35
SILVER 80-120 N/A 78-109 N/A 35
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DATE SAMPLED
MATRIX
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MAS STANDARD DISPOSAL PRACTICE
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The samples from this project will be disposed of in thirty (30) days
from the date of the report. If an extended storage period is required,
please contact our sample control department before the scheduled
disposal date.
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AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
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AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
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L.J
11
The following anomalies were associated with the preparation and/or analysis
of the samples in this accession:
LJ
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Recoveries of the surrogate tribromophenol in the blank and blank splke (BS)
associated with the soil sample in this accession fell below MultiChem
advisory control limits. Since these limits are advisory, due to a lack of
sufficient data points to generate statistically derived limits, the
surrogate recoveries were flagged "H" and no further corrective action was
performed.
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Recovery of 2,4,6-trichlorophenol in the BS associated with the soil sample
in this accession fell below MultiChem advisory control limits. Since these
limits are advisory, due to a lack of sufficient data points to generate
statistically derived limits, the recovery for this analyte in the BS was
flagged "H" and no further corrective action was performed.
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Recovery of 2,4-dichlorophenol in the matrix spike/matrix spike duplicate
(MS/MSD) performed on sample 708110-5 and associated with the soil sample in
this accession exceeded MultiChem advisory control limits. Since these
limits are advisory, due to a lack of sufficient data points to generate
statistically derived limits, the recovery for this analyte in the MS/MSD was
flagged "H" and no further corrective action was performed.
!
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Recovery of pentachlorophenol in the matrlx spike duplicate (MSD) performed
on sample 708110-5 and associated with the soil sample in this accession
exceeded MultiChem advisory control limits. Recovery of this analyte in the
matrix spike (MS) fell within control limits, but the relative percent
difference (RPD) between the two analyses also exceeded MultiChem established
control limits. Since these limits are advisory, due to a lack of sufficient
data points to generate statistically derived limits, the recovery for this
analyte in the MSD and the value for the RPD were flagged "H" and no further
corrective action was performed.
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Recovery of total tetrachlorophenol in the BS associated with the water
sample in this accession exceeded MultiChem advisory control limits. Since
these limits are advisory, due to a lack of sufficient data points to
generate statistically derived limits, the recovery for this analyte in the
BS/BSD was flagged "H" and no further corrective action was performed.
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All other associated quality assurance/quality control (QA/QC) parameters
were within established MultiChem control limits.
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PROJECT #
PROJECT NAME
CLIENT I.D.
SAMPLE MATRIX
EPA METHOD
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
METHOD BLANK
WATER
8040 (MODIFIED)
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DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
N/A
N/A
09/03/97
09/15/97
ug/L
1
COMPOUNDS
---------------------------------------------------------------------------
RESULTS
---------------------------------------------------------------------------
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2,4-DICHLOROPHENOL
PENTACHLOROPHENOL
TETRACHLOROPHENOL (TOTAL)
2,4, 5-TRICHLOROPHENOL . . . . . . . . . . . . . . . . . . . . .
2,4,6-TRICHLOROPHENOL
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LIMITS
54 - 124
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CHLORINATED PHENOLS ANALYSIS
DATA SUMMARY
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
W1
WATER
8040 (MODIFIED)
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
08/27/97
08/28/97
09/03/97
09/16/97
ug/L
1
COMPOUNDS
LJ ---------------------------------------------------------------------------
RESULTS
~ ---------------------------------------------------------------------------
2,4-DICHLOROPHENOL
PENTACHLOROPHENOL
TETRACHLOROPHENOL (TOTAL)
2, 4, 5-TRICHLOROPHENOL ..... ................
2,4,6-TRICHLOROPHENOL
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LIMITS
54 - 124
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ANALYTICAL SERVICES
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CHLORINATED PHENOLS ANALYSIS
QUALITY CONTROL DATA
~
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PROJECT #
PROJECT NAME
SAMPLE MATRIX
EPA METHOD
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
WATER
8040 (MODIFIED)
SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
BLANK
09/03/97
09/15/97
ug/L
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COMPOUNDS
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%
REC.
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REC.
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2,4-DICHLOROPHENOL <0.250 0.500 0.702 140 0.729 146 4
PENTACHLOROPHENOL <0.0250 0.250 0.252 101 0.240 96 5
TETRACHLOROPHENOL (TOTAL) <0.100 0.250 0.341 136H 0.331 132H 3
2, 4, 5-TRICHLOROPHENOL <0.100 0.250 0.211 84 0.215 86 2
2,4,6-TRICHLOROPHENOL <0.100 0.250 0.201 80 0.219 88 9
CONTROL LIMITS % REC. RPD
2,4-DICHLOROPHENOL 28 - 149 22
PENTACHLOROPHENOL 63 - 140 20
TETRACHLOROPHENOL (TOTAL) 60 - 126 20
2,4,5-TRICHLOROPHENOL 60 - 136 20
2,4,6-TRICHLOROPHENOL 57 - 139 20
SURROGATE RECOVERIES SPIKE DUP. SPIKE LIMITS
TRIBROMOPHENOL 73 74 54 - 124
H = Out of limits.
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PROJECT # 16,164.001
PROJECT NAME BRIZARD/PHASE 2
CLIENT I.D. METHOD BLANK
SAMPLE MATRIX SOIL
EPA METHOD 8040 (MODIFIED)
RESULTS ARE CORRECTED FOR MOISTURE CONTENT
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DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
N/A
N/A
09/08/97
09/15/97
mg/Kg
2
COMPOUNDS
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RESULTS
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2,4-DICHLOROPHENOL
PENTACHLOROPHENOL
TETRACHLOROPHENOL (TOTAL)
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2,4,6-TRICHLOROPHENOL
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MultiChem
ANALYTICAL SERVICES
CHLORINATED PHENOLS ANALYSIS
DATA SUMMARY
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CLIENT AGI TECHNOLOGIES
PROJECT # 16,164.001
PROJECT NAME BRIZARD/PHASE 2
CLIENT I.D. TP5-6
SAMPLE MATRIX SOIL
EPA METHOD 8040 (MODIFIED)
RESULTS ARE CORRECTED FOR MOISTURE CONTENT
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COMPOUNDS
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2,4,6-TRICHLOROPHENOL
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DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
RESULTS
<0.070 J
0.090 D4
0.020
0.020
<0.020
90
08/27/97
08/28/97
09/08/97
09/16/97
mg/Kg
2
LIMITS
28 - 107
r,
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ANALYTICAL SERVICES
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QUALITY CONTROL DATA
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PROJECT #
PROJECT NAME
SAMPLE MATRIX
EPA METHOD
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
SOIL
8040 (MODIFIED)
SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
BLANK
09/08/97
09/15/97
mg/Kg
"
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r-,
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COMPOUNDS
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RESULT
SPIKE
ADDED
SPIKED %
RESULT REC.
DUP.
SPIKED
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DUP.
%
REC.
RPD
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2,4-DICHLOROPHENOL <0.0400 0.0267 0.0206 77 N/A N/A N/A
PENTACHLOROPHENOL <0.00200 0.0134 0.0134 100 N/A N/A N/A
TETRACHLOROPHENOL (TOTAL) <0.0100 0.0134 0.0149 111 N/A N/A N/A
2, 4, 5-TRICHLOROPHENOL <0.0100 0.0134 0.00904 67 N/A N/A N/A
2,4,6-TRICHLOROPHENOL <0.0100 0.0134 0.00322 24H N/A N/A N/A
CONTROL LIMITS % REC. RPD
2,4-DICHLOROPHENOL 40 - 140 35
PENTACHLOROPHENOL 60 - 140 35
TETRACHLOROPHENOL (TOTAL) 60 - 140 35
2,4,5-TRICHLOROPHENOL 60 - 140 35
2,4,6-TRICHLOROPHENOL 60 - 140 35
SURROGATE RECOVERIES SPIKE DUP. SPIKE LIMITS
TRIBROMOPHENOL 26H N/A 28 - 107
H = Out of limits.
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QUALITY CONTROL DATA
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PROJECT #
PROJECT NAME
SAMPLE MATRIX
EPA METHOD
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
SOIL
8040 (MODIFIED)
SAMPLE I. D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
708110-5
09/08/97
09/15/97
mg/Kg
r--j
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r--j
-----------------------------------------------------------------------------
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SAMPLE
RESULT
SPIKE
ADDED
SPIKED %
RESULT REC.
DUP . DUP .
SPIKED %
SAMPLE REC. RPD
LJ
-----------------------------------------------------------------------------
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,----,
2,4-DICHLOROPHENOL <0.0212 0.0283 0.0596 211H 0.0565 200H 5
PENTACHLOROPHENOL 0.0322 0.0141 0.0192 OG 0.0489 118G 87G
TETRACHLOROPHENOL (TOTAL) <0.00530 0.0141 0.0228 162 0.0237 168 4
2, 4, 5-TRICHLOROPHENOL <0.00530 0.0141 0.0167 118 0.0163 116 2
2,4,6-TRICHLOROPHENOL <0.00530 0.0141 0.0160 113 0.0155 110 3
CONTROL LIMITS % REC. RPD
2,4-DICHLOROPHENOL 27 - 167 35
PENTACHLOROPHENOL 20 - 112 35
TETRACHLOROPHENOL (TOTAL) 48 - 188 35
2, 4, 5-TRICHLOROPHENOL 20 - 125 35
2,4,6-TRICHLOROPHENOL 20 - 125 35
SURROGATE RECOVERIES SPIKE DUP. SPIKE L 1M ITS
TRIBROMOPHENOL 99 101 28 - 107
D3=5X=R9151N14
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H = Out of limits.
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PROJECT #
PROJECT NAME
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
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CASE NARRATIVE: BETX - GASOLINE ANALYSIS
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The following anomalies were associated with the preparation and/or analysis
of the samples in this accession.
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The recoveries of gasoline in the matrix spike/matrix spike duplicate
(MS/MSD) perfomed on 708102-12 were outside MultiChem control limits. The
relative percent difference (RPD) between the sample and sample duplicate for
708102-12 was also outside MultiChem limits. These anomalies were a result
of the sample containing high levels of target analytes. For reporting
purposes, these anomalies were flagged "G" and no further corrective action
was performed.
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All other associated quality assurance/quality control (QA/QC) parameters
were within established MultiChem control limits.
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METHOD
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DATA SUMMARY
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
METHOD BLANK
WATER
WA DOE WTPH-G/8020(BETX)
MultiChem
ANALYTICAL SERVICES
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
N/A
N/A
N/A
09/02/97
ug/L
1
COMPOUNDS
LJ ---------------------______________________________________________________
RESULTS
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---------------------------------------------------------------------------
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r-,
BENZENE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ETHYLBENZENE
TOLUENE
TOTAL XYLENES
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FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
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PROJECT NAME
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AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
METHOD BLANK
WATER
WA DOE WTPH-G/8020(BETX)
MultiChem
ANALYTICAL SERVICES
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
N/A
N/A
N/A
09/03/97
ug/L
1
COMPOUNDS
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RESULTS
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ETHYLBENZENE
TOLUENE
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TOLUENE THROUGH C12
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LIMITS
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77 - 120
80 - 120
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AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
W1
WATER
WA DOE WTPH-G/8020(BETX)
MultiChem
ANALYTICAL SERVICES
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
08/27/97
08/28/97
N/A
09/03/97
ug/L
1
COMPOUNDS
---------------------------------------------------------------------------
RESULTS
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09/02/97
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1060 106 N/A N/A N/A
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GASOLINE
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MultiChem
ANALYTICAL SERVICES
BETX - GASOLINE
QUALITY CONTROL DATA
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
WATER
. WA DOE WTPH-G/8020(BETX)
SAMPLE
RESULT
<0.500
<0.500
<0.500
<100
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BENZENE
TOLUENE
TOTAL XYLENES
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SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
BLANK
N/A
09/03/97
ug/L
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%
REC.
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SPIKED
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%
REC.
20.5 102 N/A N/A N/A
19.8 99 N/A N/A N/A
39.8 100 N/A N/A N/A
1080 108 N/A N/A N/A
% REC. RPD
80 - 120 20
80 - 120 20
80 - 120 20
80 - 120 20
DUP. SPIKE LIMITS
N/A 77 - 120
N/A 80 - 120
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BETX - GASOLINE
QUALITY CONTROL DATA
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
WATER
WA DOE WTPH-G/S020(BETX)
u
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PROJECT #
PROJECT NAME
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EPA METHOD
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SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
708101-1
N/A
09/03/97
ug/L
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DUP.
RESULT RPD
SPIKE SPIKED %
ADDED RESULT REC.
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RESULT
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COMPOUND
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BENZENE
TOLUENE
TOTAL XYLENES
GASOLINE
8.32
<0.500
2.89
<100
N/A
N/A
N/A
<100
N/A 20.0
N/A 20.0
N/A 40.0
NC 1000
28.1
20.3
44.5
1100
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99 27.9 98 1
102 19.9 100 2
104 43.8 102 2
110 1110 111 1
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SO - 120 20
80 - 120 20
80 - 120 20
80 - 120 20
DUP. SPIKE LIMITS
95 77 - 120
101 80 - 120
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DATA SUMMARY
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CLIENT AGI TECHNOLOGIES
PROJECT # 16,164.001
PROJECT NAME BRIZARD/PHASE 2
CLIENT I.D. METHOD BLANK
SAMPLE MATRIX SOIL
METHOD WA DOE WTPH-G/S020(BETX)
RESULTS ARE CORRECTED FOR MOISTURE CONTENT
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!
LJ
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ANALYTICAL SERVICES
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
N/A
N/A
09/04/97
09/05/97
mg/Kg
1
COMPOUNDS
---------------------------------------------------------------------------
RESULTS
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r--,
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TOLUENE THROUGH C12
GF.SOLINE
LIMITS
98
91
62 - 128
54 - 119
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MAS I.D. # 708109-4
BETX - GASOLINE
DATA SUMMARY
r1
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CLIENT AGI TECHNOLOGIES
PROJECT # 16/164.001
PROJECT NPME BRIZARD/PHASE 2
CLIENT I.D. TP5-6
SAMPLE MATRIX SOIL
METH D : WA DOE WTPH-G/S020(BETX)
RESU~TS ARE CORRECTED FOR MOISTURE .CONTENT
r'[
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ANALYTICAL SERVICES
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
08/27/97
08/28/97
09/04/97
09/05/97
mg/Kg
1
COMPOUNDS
---------------------------------------------------------------------------
RESULTS
') ---------------------------------------------------------------------------
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BENZENE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ETHYLBENZENE
TOLUENE
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HYDROCARBON RANGE
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0.080
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TOLUENE THROUGH C12
GASOLINE
LIMITS
64
59
62 - 128
54 - 119
r--l
v
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LJ
rf
BETX - GASOLINE
QUALITY CONTROL DATA
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
SOIL
WA DOE WTPH-G/8020(BETX)
tv
CLIENT
PROJECT #
PROJECT NAME
SAMPLE MATRIX
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r---r
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SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
BLANK
09/04/97
09/05/97
mg/Kg
L.J
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RESULT
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COMPOUNDS
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SPIKED %
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SPIKED
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RPD
DUP.
%
REC.
-----------------------------------------------------------------------------
"1
BENZENE
TOLUENE
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1. 00
1. 00
2.00
50.0
<0.0250
<0.0250
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1. 02 102 N/A N/A N/A
1. 05 105 N/A N/A N/A
2.19 110 N/A N/A N/A
53.3 107 N/A N/A N/A
% REC. RPD
74 - 110 20
79 - 112 20
81 - 119 20
SO - 120 20
DUP. SPIKE LIMITS
N/A 62 - 128
N/A 54 - 119
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LJ
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CLIENT
PROJECT #
PROJECT NAME
SAMPLE MATRIX
EPA METHOD
BETX - GASOLINE
QUALITY CONTROL DATA
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
SOIL
WA DOE WTPH-G/8020(BETX)
SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
708102-12
09/04/97
09/05/97
mg/Kg
-<I
M
LJ
Lf
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,.,
COMPOUND
SAMPLE
SAMPLE DUP.
RESULT RESULT RPD
SPIKE SPIKED %
ADDED RESULT REC.
DUP.
SPIKED
RESULT
DUP.
%
REC.
RPD
LJ
---------------------------------------------------------------------------
/1 BENZENE <0.0347 N/A N/A 1. 39 0.931 67 0.901 65 3
I TOLUENE <0.0347 N/A N/A 1. 39 1. 01 73 1. 05 76 4
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GASOLINE 161 116 32G 69.4 160 OG 156 OG 3
rv,
W CONTROL LIMITS % REC. RPD
'I BENZENE 51 - 114 20
TOLUENE 63 - 116 20
0 TOTAL XYLENES 61 - 126 20
GASOLINE 55 - 122 20
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d
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TRIFLUOROTOLUENE 63 65 54 - 119
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CASE NARRATIVE
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PROJECT #
'I PROJECT NAME
LJ
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
-----------------------------------------------------------------------------
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CASE NARRATIVE: TOTAL PETROLEUM HYDROCARBONS ANALYSIS - DIESEL
-----------------------------------------------------------------------------
LJ
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The following anomalies were associated with the preparation and/or analysis
of the samples in this accession:
LJ
The surrogate recovery for sample 708109-6 (Wl) was outside of established
limits due to high levels of target analytes. The recovery was flagged with
a "G" and no further corrective action was performed.
<1
LJ
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The surrogate recovery for sample 708109-4 (TP5-6) was outside of established
limits due to sample dilution. The recovery was flagged with an "I" and no
further corrective action was performed.
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At the client's request, sample 708109-5 (TP5-7) was extracted and analyzed
for diesel and motor oil range petroleum hydrocarboGs. The test was
scheduled after the analytical hold time had expired.
All other associated quality assurance/quality control (QA/QC) parameters
were within established MultiChem control limits.
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TOTAL PETROLEUM HYDROCARBONS
DATA SUMMARY
MultiChem
ANALYTICAL SERVICES
~ MAS I.D. # 708109
I
LJ
v
CLIENT AGI TECHNOLOGIES DATE SAMPLED N/A
PROJECT # 16,164.001 DATE RECEIVED N/A
PROJECT NAME BRIZARD/PHASE 2 DATE EXTRACTED 09/03/97
CLIENT LD. METHOD BLANK DATE ANALYZED 09/14/97
SAMPLE MATRIX WATER UNITS mg/L
METHOD WA DOE WTPH-D DILUTION FACTOR 1
"',
r
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r4
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COMPOUNDS
RESULTS
~ ---------------------------------------------------------------------------
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FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
<0.25
C12 - C24
DIESEL
"
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C24 - C34
MOTOR OIL
r---r
SURROGATE PERCENT RECOVERY
LIMITS
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DATA SUMMARY
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ANALYTICAL SERVICES
~ MAS I.D. # 708109-6
u
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CLIENT AGI TECHNOLOGIES DATE SAMPLED 08/27/97
PROJECT # 16,164.001 DATE RECEIVED 08/28/97
PROJECT NAME BRIZARD/PHASE 2 DATE EXTRACTED 09/03/97
CLIENT I.D. W1 DATE ANALYZED 09/28/97
SAMPLE MATRIX WATER UNITS mg/L
METHOD WA DOE WTPH-D DILUTION FACTOR 10
I
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<'1
l~ -----------------------------------------------____________________________
COMPOUNDS
RESULTS
~ ---------------------------------------------------------------------------
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FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
15
C12 - C24
DIESEL
",
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51
C24 - C34
MOTOR OIL
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LIMITS
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G
65 - 134
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PROJECT #
PROJECT NAME
SAMPLE MATRIX
METHOD
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
WATER
WA DOE WTPH-D
SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
BLANK
09/03/97
09/14/97
mg/L
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COMPOUNDS
SAMPLE SPIKE
RESULT ADDED
SPIKED %
RESULT REC.
DUP . DUP .
SPIKED %
SAMPLE REC. RPD
u
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DIESEL
<0.250
2.50
2.48
99
2.47
99
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CONTROL LIMITS
% REC.
RPD
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DIESEL
76 - 115
20
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SURROGATE RECOVERIES
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DUP. SPIKE
LIMITS
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100
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TOTAL PETROLEUM HYDROCARBONS
DATA SUMMARY
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CLIENT AGI TECHNOLOGIES
PROJECT # 16,164.001
PROJECT NAME BRIZARD/PHASE 2
CLIENT I.D. METHOD BLANK
SAMPLE MATRIX SOIL
METHOD : WA DOE WTPH-D
RESULTS ARE CORRECTED FOR MOISTURE CONTENT
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FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTI TAT ION USING
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DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
RESULTS
<10
C12 - C24
DIESEL
<40
C24 - C34
MOTOR OIL
97
N/A
N/A
09/03/97
09/10/97
mg/Kg
1
LIMITS
66 - 138
II
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MultiChem
ANALYTICAL SERVICES
u
TOTAL PETROLEUM HYDROCARBONS
DATA SUMMARY
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CLIENT AGI TECHNOLOGIES
PROJECT # 16,164.001
PROJECT NAME BRIZARD/PHASE 2
CLIENT I. D. METHOD BLANK
SAMPLE MATRIX SOIL
METHOD WA DOE WTPH-D
RESULTS ARE CORRECTED FOR MOISTURE CONTENT
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
N/A
N/A
09/19/97
10/02/97
mg/Kg
1
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---------------------------------------------------------------------------
COMPOUNDS
RESULTS
'I
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FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
<10
C12 - C24
DIESEL
("',
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<40
C24 - C34
MOTOR OIL
,.,
SURROGATE PERCENT RECOVERY
LIMITS
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O-TERPHENYL
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66 - 138
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TOTAL PETROLEUM HYDROCARBONS
DATA SUMMARY
MultiChem
ANALYTICAL SERVICES
'I
MAS I.D. # 708109-4
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CLIENT AGI TECHNOLOGIES
PROJECT # 16,164.001
PROJECT NAME BRIZARD/PHASE 2
CLIENT I.D. TP5-6
SAMPLE MATRIX SOIL
METHOD : WA DOE WTPH-D
RESULTS ARE CORRECTED FOR MOISTURE CONTENT
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
08/27/97
08/28/97
09/03/97
09/16/97
mg/Kg
50
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---------------------------------------------------------------------------
COMPOUNDS
RESULTS
---------------------------------------------------------------------------
'I
t) FUEL HYDROCARBONS 8600
HYDROCARBON RANGE C12 - C24
(', HYDROCARBON QUANT I TAT ION USING DIESEL
0
FUEL HYDROCARBONS 45000
'\ HYDROCARBON RANGE C24 - C34
HYDROCARBON QUANTITATION USING MOTOR OIL
LJ
J/
SURROGATE PERCENT RECOVERY
LIMITS
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O-TERPHENYL
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66 - 138
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TOTAL PETROLEUM HYDROCARBONS
DATA SUMMARY
MultiChem
ANALYTICAL SERVICES
'l
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CLIENT AGI TECHNOLOGIES
PROJECT # 16,164.001
PROJECT NAME BRIZARD/PHASE 2
CLIENT I.D. TP5-7
SAMPLE MATRIX SOIL
METHOD : WA DOE WTPH-D
RESULTS ARE CORRECTED FOR MOISTURE CONTENT
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
08/27/97
OS/28/97
09/19/97*
10/02/97
mg/Kg
1
'i,
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d
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COMPOUNDS
RESULTS
'I
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,
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FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
FUEL HYDROCARBONS
HYDROCARBON RANGE
HYDROCARBON QUANTITATION USING
<11
C12 - C24
DIESEL
"
w
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C24 - C34
MOTOR OIL
r----J
SURROGATE PERCENT RECOVERY
LIMITS
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94
66 - 138
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QUALITY CONTROL DATA
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SOIL
WA DOE WTPH-D
SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
BLANK
09/03/97
09/10/97
mg/Kg
-----------------------------------------------------------------------------
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COMPOUNDS
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DIESEL
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200
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102
SPIKED %
RESULT REC.
DUP . DUP .
SPIKED %
SAMPLE REC. RPD
190
95
186
% REC.
80 - 120
DUP. SPIKE
103
93
2
RPD
20
LIMITS
66 - 138
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MAS I.D. # 70S109
MultiChem
ANALYTICAL SERVICES
TOTAL PETROLEUM HYDROCARBONS
QUALITY CONTROL DATA
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LJ
CLIENT
PROJECT #
PROJECT NAME
SAMPLE MATRIX
METHOD
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
SOIL
WA DOE WTPH-D
SAMPLE I.D. #
DATE EXTRACTED
DATE ANALYZED
UNITS
BLANK
09/19/97
10/02/97
mg/Kg
~
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COMPOUNDS
SAMPLE
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SPIKED %
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RPD
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DATE SAMPLED
MATRIX
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708111-2 TP6-11 08/27/97 SOIL
708111-3 TP7-3 08/27/97 SOIL
708111-4 TP7-9 08/27/97 SOIL
708111-5 TP10-8 08/27/97 SOIL
708111-6 TP10-11 08/27/97 SOIL
708111-7 TP10-13 08/27/97 SOIL
708111-8 TP11-12 08/27/97 SOIL
708111-9 TP12-12 08/27/97 SOIL
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ANALYTICAL SERVICES
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MAS I.D. # 708110
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AGI Technologies
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Attention : Lance Peterson
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Project Number
16,164.001
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Project Name : Brizard/Phase 2
Dear Mr. Peterson
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On August 28, 1997, MultiChem Analytical Services received seven samples
for analysis. The samples were analyzed with EPA methodology or equivalent
methods as specified in the attached analytical schedule. The results,
sample cross reference, and quality control data are enclosed.
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Sincerely,
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Elaine M. Walker
Project Manager
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Enclosure
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560 Naches Avenue SW, Suite 101, Renton, Woshington 98055-2200.425-228-8335. FAX 425-228-8336.1-800-609-0580. info@multichem.com
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708110
SAMPLE CROSS REFERENCE SHEET
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
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MAS #
CLIENT DESCRIPTION
DATE SAMPLED
MATRIX
---------------------------------------------------------------------
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708110-1 TP8-3 08/27/97 SOIL
708110-2 TP8-7 08/27/97 SOIL
708110-3 TP8-14 08/27/97 SOIL
708110-4 TP9-3 08/27/97 SOIL
708110-5 TP9-9 08/27/97 SOIL
708110-6 TP9-13 08/27/97 SOIL
708110-7 W2 08/27/97 WATER
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----- TOTALS -----
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SOIL
WATER
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MAS STANDARD DISPOSAL PRACTICE
The samples from this project will be disposed of in thirty (30) days
from the date of the report. If an extended storage period is required,
please contact our sample control department before the scheduled
disposal date.
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ANALYTICAL SCHEDULE
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16,164.001
BRIZARD/PHASE 2
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ANALYSIS
TECHNIQUE
REFERENCE
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CHLORINATED PHENOLS
GC/ECD
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MAS I.D. # 708110
CASE NARRATIVE
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PROJECT #
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CASE NARRATIVE. CHLORINATED PHENOLS ANALYSIS
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The following anomalies were associated with the preparation and/or analysis
of the samples in this accession.
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Recoveries of the surrogate, tribromophenol, in the blank and blank spike
(BS) associated with the soil samples in this accession fell below MultiChem
advisory control limits. Since these limits are advisory, due to a lack of
sufficient data points to generate statistlcally derived limits, the
surrogate recoveries were flagged "HH and no further corrective action was
performed.
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Recovery of 2,4,6-trichlorophenol in the BS associated with the soil samples
in this accession fell below MultiChem advisory control limits. Since these
limits are advisory, due to a lack of sufficient data points to generate
statistically derived limits, the recovery for this analyte in the BS was
flagged "H" and no further corrective action was performed.
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Recovery of 2,4-dichlorophenol in the matrix spike/matrix spike duplicate
(MS/MSD) performed on sample 708110-5 (TP9-9), and associated with the soil
samples in this accession, exceeded MutliChem advisory control limits. Since
these limits are advisory, due to a lack of sufflcient data points to
generate statistically derived limits, the recovery for this analyte in the
MS/MSD was flagged "H" and no further corrective action was performed.
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Recovery of pentachlorophenol in the matrix spike duplicate (MSD) performed
on sample 708110-5 (TP9-9), and associated with the soil samples in this
accession, exceeded MultiChem advisory control limits. Recovery of this
analyte in the matrix spike (MS) fell within control limits, but the relative
percent difference (RPD) between the two analyses also exceeded MultiChem
established control limits. Since these limits are advisory, due to a lack
of sufficient data points to generate statistically derived limits, the
recovery for this analyte in the MSD and the value for the RPD were flagged
"H" and no further corrective action was performed.
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Recovery of total tetrachlorophenol in the BS associated with the water
sample in this accession exceeded MultiChem advisory control limits. Since
these limits are advisory, due to a lack of sufficient data points to
generate statistically derived limits, the recovery for this analyte in the
BS/BSD was flagged "H" and n~ further corrective action was performed.
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CONTINUED ON NEXT PAGE
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16,164.001
BRIZARD/PHASE 2
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Samples are spiked with surrogate compounds at levels which are either
specified by, or which are deemed appropriate for, the requested method of
analysis. In the case of sample 708110-7 (W2), the concentration of target
compounds and/or total extractable material present in the sample required
that the sample be diluted prior to analysis. As a consequence, the
surrogate tribromophenol was diluted as well, and the resulting surrogate
concentrations were too low for accurate determination of recoveries.
Surrogate recovery was flagged "I".
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The value for total tetrachlorophenol in the reported dilution of sample
708110-7 (W2) fell below the reporting limit but above the level of the low
standard in the initial calibration. Since the reported value was still
within calibration range, this value was reported without qualification.
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All other associated quality assurance/quality control (QA/QC) parameters
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DATA SUMMARY
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
METHOD BLANK
WATER
8040 (MODIFIED)
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
N/}\.
N/A
09/03/97
09/15/97
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COMPOUNDS
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2,4-DICHLOROPHENOL
PENTACHLOROPHENOL
~ TETRACHLOROPHENOL (TOTAL)
u\ 2, 4, 5-TRICHLOROPHENOL . . . . . .. . . . . . . . . . . . . . .
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SURROGATE PERCENT RECOVERY
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CHLORINATED PHENOLS ANALYSIS
DATA SUMMARY
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PROJECT #
PROJECT NJI.ME
CLIENT 1. D.
SAMPLE MATRIX
EPA METHOD
AGI TECHNOLOGIES
16,164.001
BRIZARD/PHASE 2
W2
WATER
8040 (MODIFIED)
DATE SAMPLED
DATE RECEIVED
DATE EXTRACTED
DATE ANALYZED
UNITS
DILUTION FACTOR
08/27/97
08/28/97
09/03/97
09/15/97
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10000
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COMPOUNDS
RESULTS
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2,4-DICHLOROPHENOL
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09/15/97
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CONTROL LIMITS
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0.702 140 0.729 146 4
0.252 101 0.240 96 5
0.341 136H 0.331 132H 3
0.211 84 0.215 86 2
0.201 80 0.219 88 9
% REC. RPD
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63 - 140 20
60 - 126 20
60 - 136 20
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DUP. SPIKE LIMITS
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SAMPLE MATRIX SOIL
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RESULTS ARE CORRECTED FOR MOISTURE CONTENT
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SAMPLE MATRIX SOIL
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UNITS
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RESULTS
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UNITS
DILUTION FACTOR
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<0.021
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0.12
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08/28/97
09/08/97
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PROJECT # 16,164.001
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QUALITY CONTROL DATA
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PENTACHLOROPHENOL <0.00200 0.0134 0.0134 100 N/A N/A N/A
TETRACHLOROPHENOL (TOTAL) <0.0100 0.0134 0.0149 111 N/.~ N/A N/A
2, 4, 5-TRICHLOROPHENOL <0.0100 0.0134 0.00904 67 N/A N/A N/A
2,4,6-TRICHLOROPHENOL <0.0100 0.0134 0.00322 24H N/A N/A N/A
CONTROL LIMITS % REC. RPD
2,4-DICHLOROPHENOL 40 - 140 35
PENTACHLOROPHENOL 60 - 140 35
TETRACHLOROPHENOL (TOTAL) 60 - 140 35
2,4,5-TRICHLOROPHENOL 60 - 140 35
2,4,6-TRICHLOROPHENOL 60 - 140 35
SURROGATE RECOVERIES SPIKE DUP. SPIKE LIMITS
TRIBROMOPHENOL 26H N/A 28 - 107
H = Out of limits.
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PENTACHLOROPHENOL 0.0322 0.0141 0.0192 OG 0.0489 118G 87G
TETRACHLOROPHENOL (TOTAL) <0.00530 0.0141 0.0228 162 0.0237 168 4
2,4,5-TRICHLOROPHENOL <0.00530 0.0141 0.0167 118 0.0163 116 2
2,4,6-TRICHLOROPHENOL <0.00530 0.0141 0.0160 113 0.0155 110 3
CONTROL LIMITS % REC. RPD
2,4-DICHLOROPHENOL 27 - 167 35
PENTACHLOROPHENOL 20 - 112 35
TETRACHLOROPHENOL (TOTAL) 48 - 188 35
2,4,5-TRICHLOROPHENOL 20 - 125 35
2,4,6-TRICHLOROPHENOL 20 - 125 35
SURROGATE RECOVERIES SPIKE DUP. SPIKE LIMITS
TRIBROMOPHENOL 99 101 28 - 107
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STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
P.O. Box 47600 41 Olympia, Washington 98504-7600
(360) 407-6000 41 TDD Only (Hearing Impaired) (360) 407-6006
Tank Owners/Operators and Other Interested Parties:
This letter summarizes requirements for the removal or closure-in-place of regulated
underground storage tank (UST) systems based on state UST regulations, Chapter 173-360
WAC. These requirements do not apply to non-regulated UST systems such as heating oil
tanks and farm/residential UST systems of fewer than 1100 gallons capacity. Complete UST
regulations can be obtained from any Ecology regional office.
The following key elements of an UST system closure are described:
1. Requirement to use licensed or certified contractors;
2. Thirty-day notification requirement;
3. Permanent closure procedures;
4. Required documentation;
5. Site Assessment requirement;
6. Responsibility for reporting releases dIscovered during tank removal:
a. Local permit(s);
b. Dangerous Waste considerations; and
c. Record keeping.
1. Licensed or Certified Contractors Must Be Used
Contractors who perform tank decommissioning are required to have a certification
from the International Fire Code Institute (IFCI). Contractors are required to carry
proof of certification on site. Ecology does honor IFC! certificatIon from other
states. Contact the department for further information.
2. Thirty-day Notification Requirement
The regulations (WAC 173-360-385) require that Ecology be notified at least thirty
(30) days prior to beginning tank closure. ThIS written notification should be
submitted on the enclosed 3Q-Day Notice form.
The 30-day notice allows time for a state or local UST inspector to contact the tank
owner/operator or the contractor performing the closure possibly to be on site while
closure activities are being conducted.
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The contents of the tank may be pumped during the 3D-day notice period. Petroleum
products can possibly be recycled. Dangerous wastes will need to be disposed of in
accordance with Dangerous Waste Regulations, Chapter 173-30 WAC.
3. Permanent Closure Procedures
Permanent closure is required to be completed by a licensed/certified contractor
within sixty (60) days after expiration of the 30-day notice. A written request for an
extension may be submitted stating the reason for the requested extension.
To permanently close an UST system, the contractor must empty and clean the tank
by removing all liquids and accumulated sludges. All liquids and sludges should be
removed and disposed of in an approved manner. The tank must then either be
removed from the ground or filled with a sohd inert material. Sand slurry, a weak
cement slurry (to avoid creating a giant boulder that may cause problems later on), or
polyurethane foam are all acceptable fill materials. All piping shall be either capped
(except any vent lines) or removed from the ground.
Although state regulations allow in-place closures, Ecology strongly recommends tank
removal. It is easier to obtain the soil samples needed for the site assessment
(described below) when the tank is removed. Tank removal may make any future
sale of property less complicated. A site assessment as well as a
Temporary/Permanent Closure and Site Assessment Notice (enclosed) are required
even if an UST system is closed in place. Local authorities should be contacted
regarding local closure-in-place policies.
Tank closure is a dangerous operation because of the potential for fire, explosion, and
other hazards. Only qualified personnel should perform this work. An UST closure
should nQ.t be done by an unqualified or inexperienced person.
4. Required Documentation
Contractors must certify that their services comply WIth the requirements for UST
closures by submitting the Temporary/Permanent Closure and Site Assessment Notice
form (enclosed) The contractor must submit this form to Ecology within thirty (30)
days following the completion of an UST system closure. ThIS form must be signed
by the owner or operator and by the contractor. The Temporary/Permanent Closure
and Site Assessment Notice-is needed as a wntten document to "close" tank(s)/site(s)
on Ecology's UST database. Please include the Ecology Site ill number on this
form. Any active tank permits for UST systems bemg closed shall also be returned to
Ecology within thirty (30) days of closure activities.
2
5. Site Assessment Requirements
Before permanent closure can be completed, a site assessment must be performed. A
site assessment is an investigation for the presence of a release at that portion of the
UST site where the UST system is located. This investigation must be completed by
a person certified by IFC! or Washington registered professional engineers who are
competent, by means of examination, experience, or education, to perform site
assessments.
The site assessment must be performed according to Ecology's Guidance for Site
Checks and Site Assessments for Underground Storage Tanks. The guidance provides
information on required sampling procedures, the number and locations of samples to
be obtained, and required laboratory analyses and reporting.
Increasingly, insurance companies and lending institutions are requiring proof that a
proper site assessment has been done. This increases the importance of a site
assessment being performed according to Ecology's guidelines, and that tank owners
maintain records of site assessment results.
The site assessor is required to submit a Site Check/Site Assessment Checklist
(enclosed) and report within thirty (30) days of completion of the site assessment.
The Site Check/Site Assessment Checklist is needed to "close" Ecology's UST site
files following a "clean" closure. If a release of product IS discovered, a site
characterization report, outlmed in the cleanup regulations (Chapter 173-340 WAC),
will be required. In this case, the Site Check/Site Assessment Checklist and report is
no longer required to be submitted.
6. ReS1X>nsibility for Re,portine Releases Discovered Dunne Tank Removal
If contaminated soil, contaminated ground water, or free product (liquid or vapor) is
discovered during the tank removal, site assessment, or by any other means, the
owner andlor operator must notify the appropriate regional Ecology office within
twenty-four (24) hours of detection of the release.
Soil contaminated by petroleum is considered a hazardous substance under the
Washington Model Toxics Control Act (cleanup regulation). Generally, it can be
treated on-site or disposed of as a solid waste, but in some instances it may need to be
disposed of as a dangerous waste. Soil contaminated by a hazardous substance other
than petroleum must be dealt with on a case-by-case basis.
a. Local Permit Requirements
Although certain aspects of the Uniform Fire Code are preempted by the state
UST rules, local permit reqUIrements still apply in many areas of the state. A
closure penmt may be required from the local fire department or other local
agency prior to closure. You should contact them at the same time you file
your 30-day notice with Ecology.
3
b. Dan~erous Waste Considerations
Underground storage tanks that have been used to store petroleum contain
sludge that can have a lugh benzene content. If the underground storage tank
was used to store leaded petroleum, there may also be a high lead in the
sludge. This sludge may be regulated as a dangerous waste. Persons handling
and disposing of the sludge should ensure they understand the applicable state
Dangerous Waste Regulations contained in Chapter 173-303 WAC.
It is the responsibility of the tank owner or operator to determine if the sludge
designates as a dangerous waste based on Chapter 173-303 WAC and, if so, to
obtain an EPA/state In number by filing a notification of Dangerous Waste
activities on Ecology Form 2. (Ecology Form 2 can be obtained at Ecology's
regional offices.) Sludge considered to be a dangerous waste must be sent to
an approved treatment, storage, and disposal (TSD) facility. If the sludge is
not a dangerous waste, it is a solid waste and may be disposed of at 'a
permitted municipal landfill with the permission of the landfill operator.
Gasoline, diesel, or fuel oil stored in USTs bemg closed and which can be
directly reused as product (e.g., gasoline sold and used in a motor vehicle) are
nQt considered to be dangerous wastes. Fuel and water mixtures are also not
required to have a manifest and EPA/state In number if they are sent off-site
to be burned for energy recovery. The owner or operator should request
documentation from the hcensed decommissioning firm closing the tank that
such fuels have, in fact, been burned for energy recovery in an approved
manner. However, if it is known that other dangerous wastes (e.g., solvents)
have been added to the tank contents, the whole mixture must be managed as
dangerous waste.
For further information on state dangerous waste criteria, or if you need an
EPA/state In number, contact Dangerous Waste staff at the appropriate
Ecology regional office.
c. Record Keeping
The results of a site assessment following an UST closure must be maintained
for at least five (5) years after completion of the permanent closure, in one of
the following ways:
*
*
*
by the owners and' operators who took the UST system out of service;
by the current owners and operators of the UST system site; or
by mailing these records to the department or delegated agency if they
cannot be maintained at the closed facility.
4
Although the rule requires record retention for only five (5) years, it is
recommended that records be maintained indefinitely; proof of a "clean
closure" is very important regarding any future property transfers or related
business transactions such as obtaining loans or insurance.
FOR FURTHER INFORMATION OR FOR REPORTING CONTAMINATED SITES.
contact the following Ecology offices:
Northwest Regional Office (Bellevue):
Southwest Regional Office (Lacey):
Central Regional Office (Yakima):
Eastern Regional Office (Spokane):
Headquarters (Lacey).
(206) 649-7000
(360) 407-6300
(509) 575-2490
(509) 456-2926
(360) 407-7170 or 1-800-826-7716
FOR INFORMATION REGARDING SITES LOCATED ON INDIAN LANDS. contact the
Environmental Protection Agency at the addresses below:
EPA Region 10, 1200 6th Avenue, MS WD-133, Seattle, WA 98101-3188
(206) 553-1086
or
Robert Cutler, EPA Washington Operations Office, Lacey WA 98503
(360) 753-9543
If you need further information regarding underground storage tankS, please call any of the
Ecology offices listed above.
J. \users\ifm \wp\1closure. wp
(04/19/96)
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ECOLOGY
UNDERGROUND STORAGE TANK
30 DAY NOTICE
Once V8IldlIled by Ecology,thls fonn NMI8 as
your \eI'r4)OlaI'y pennIt forth91anks llated below.
See back of form for instmctions
Please ../ the appropriate box; 0 Intent
to Install
o Intent D Both
to Close
Site Information
OWner Information
(this lnformBtIon WIll be retumed to thlsllddreea>
UST OWner/Operator
Site 10 Number
(Available from Ecology If the lBnlal 818 reglst8Ald)
SltelBuslness Name
MalRng Address
SlnIet
Site Address
P.O. Box
Street
C1tylState
Zip Code
CltylState
Zip Code
Telephone L->
Telephone L....)
Tank Installation Company (If known). FBI out this section ONLY If tanks are being Installed.
Service Company
Contact Name
Address
Street
P.O. Box
Telephone L....)
City
SlIIle
Zip Code
Tank :Perinane.nleJ~.:C()mpariy:(,~)".:ai(:i~...>.ect1ori'QNt.::ij:"ijb.".,b.frj9 c~~
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Tank Installation
Information
All out this section ONLY If
tanks are being Installed.
TanklD
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To receive this document In an altemallve format, contact the TOXlCS CLEANUP PROGRAM at 1-800-826-7716 (VOICE) OR (360)407-6006 (TOO).
ECY 020-95 (Rev 4!95)
Instructions
AFTER COIIPI.ET1NG THIS FORM, RETURN TO:
TOXICS CLEANUP PROGRAM
DEPARTIIEHT OF ECOLOGY
P.O. BOX47855
OLYMPIA, WA. N504-7855
Please Read Carefully
Check the appropriate box for tank closure, tank installation, or both.
Site and OWner Information
Fill in the site and owner information. Please include the Ecology site number for tank closures; also, be
sure to provide telephone numbers so that any problems can be resolved quickly. Confirmation of receipt of
this form and the temporary permit will be returned to the owner
Tank Installation Company
List the installation company, if known. Upon receiving your completed form, Ecology will validate it and
return it to the owner. This validated form is your temporary pennit and will allow you to receive product.
A new notification form must be submitted to the Department of Licensing within 30 days of
installation in order to receive a Master Business License with the appropriate tank permit
endorsement(s ).
Tank Permanent Closure Company
List the closure company, if known. Upon receiving a completed 30 day closure fonn, Ecology will stamp
the date received on the form and return a copy to the owner.
Contact your local fire marshall and plamring department prior to tank closure to find out if any additional
pennits are required by county or other local jurisdictions. Compliance .with the State Environmental
Policy Act (SEPA) Rules, Chapter 197-11 WAC, may be necessary.
Oosuremay proceed 30 days after the date stamped on the form. A site assessment is required at the time
of closure. Contamination found or suspected at the site must be reponed to the appropriate Ecology
regional office within 24 hours. If the contamination is confirmed, a site characterization repon must be
submitted to the regional office within 90 days; if contamination is not conf'mned, a site assessment repon
must be submitted to the above address within 30 days
Please note: Individuals performing services MUST be certified by the International Fire Code
Institute (lFCI), or other nationally recognized association by which they demonstrate
appropriate knowledge pertaining to USTs or have passed another qualifying exam
approved by the Department.
Tank Information
List tanks to be installed or closed. Please repon tank ID number(s) for tanks to be closed and assign new
tank: ID number(s) to tanks being installed. Do not use existing numbers from closed tanks.
The following tanks are exempt from notification requirements:
.:. Farm or residential tanks, 1,100 gallons or less, used to store motor fuel for personal or farm use
only The fuel must not be for resale or used for business purposes.
.:. Tanks used for storing heating oil that is used on the premises where the tank is located.
.:. Tanks with a capacity of 110 gallons or less.
.:. Equipment or machinery tanks such as hydraulic lifts or electrical: equipment tanks.
.:. Emergency overflow tanks, catch basins, or sumps
For more information, call toll free in the state of Washington 1-800-826-7716 (Message).
III
."'MII"OI IUH
o E ~ A AT' E . Toe
ECOLOGY
UNDERGROUND STORAGE TANK
Closure and Site Assessment Notice
q
.1IOR.oFFI6E..UsEOMtV
~...,:...................
b..m.;H.... ....
See back offonn for instructions
Please ./ the appropriate box{es)
o Temporary Tank Closure 0 Change-In-Servlce
Site Information
o Permanent Tank Closure 0 Site Check/Site Assessment
Owner Information
{ThIs 10nn wt. be returned to this eddress>
Site 10 Number
(Available from Ecology lithe tanks are registered)
Slte/Buslness Name
UST Owner/Operator
Mailing Address
Street
Site Address
P.O. Box
Street
City/State
Zip Code
CltylState
Telephone L-J
Zip Code
Telephone L-J
Owner's Signature
Tank Closure/Change-ln-Servlce Company
Service Company
Certified Supervisor
Decommissioning Certification No.
Supervisor's Signature
Address
Street
P.O. Box
Telephone L-J
City
State
ZIp Code
Site Check/Site Assessor
Certified Site Assessor
Address Street
P.O. Box
City
Slate
ZID Code
Telephone L-J
Tank Information
Contamination Present
at the Time of Closure
Closure Date Closure Method Tank Capacity Substance Stored 0 0 0
Yes No Unknown
Check unknown if no obvious
contamination was observed and
sample results have not yet been
received from analytical lab.
TanklD
o 0
Yes No
If contamination Is present, has the
release been reported to the
appropriate regional office?
To receive this document In an altemadve tonnat. contact the TOXICS CLEANUP PROGRAM at 1-800oSa;-7716 (voice) OR (360) 407~006 (TOO).
ECY 020-94 (Rev ~/95)
Instructions
AFTER COMPLETING THIS FORM, RETURN TO:
TOXICSCLEANUP PROGRAM
DEPARTMENT OF ECOLOOY
P.O. BOX47656
OLYMPIA, WA 88504-7655
Q
Please Read Carefully
This form is to be completed by the tank owner and submitted to
Ecology within 30 days of tank closure. Mark: the appropriate
box( es) for temporary tank closure, permanent tank closure,
change-in-service, or site assessment.
Permanent Closure and Change-In-Service require a site assessment be performed.
Site and Owner Information
Fill in the site and owner information. Include the Ecology site number, if known, also, be sure to provide
telephone numbers so that any problems can be resolved quickly The tank owner MUST sign this form.
Tank Closure/Change-ln-Servlce Company and Site Check/Site Assessor
List the closure company and fill in the site assessor information for permanent closure or change-in-
service. Ask to see the closure company supervisor's IFCI Certification and make sure that the certified
supervisor signs this form.
Please note: Individuals performing services MUST be certified by the International Fire Code
Institute (IFCI), or other nationally recognized association by which they demonstrate
appropriate knowledge pemining to USTs or have passed another qualifying exam
approved by the Department.
Tank Information and Contamination Present at Time of Closure
Please fill in the tank information requested using tank ID numbers previously reported to Ecology In the
column entitled "Closure Method," indicate what manner of closure was used, such as closure in place or
removal. Check the appropriate box(es) indicating if contamination is present and has been reported.
Contamination found or suspected at the site must be reported to the appropriate Ecology regional office
within 24 hours [see below for telephone numbers] H contamination is confirmed, a site
characterization report must be submitted to the regional office within 90 days; if contamination is
not confirmed, then this form, a site assessment checklist, and a site assessment report must be
submitted to the above address within 30 days.
Central Eastern Southwest Northwest
(509) 574-2490 (voice)
(509) 454-7673 (TOD)
(509) 456-2926 (voice)
(509) 458-2055 (TOO)
(360) 407-6300 (voice)
(360) 407-6306 (TOO)
(206) 649-7000 (VOIce)
(206) 649-4259 (TOO)
The following tanks are exempt from notification requirements:
.:. Farm or residential tanks, 1,100 gallons or less, used to store motor fuel for personal or farm use
only The fuel must not be for resale or used for business purposes
.:. Tanks used for storing heating oil that is used on the premises where the tank is located.
.:. Tanks with a capacity of 110 gallons or less.
.:. Equipment or machinery tanks such as hydraulic lifts or electrical equipment tanks.
.:. Emergency overflow tanks, catch basins, or sumps
For more information, call toll free in the state of Washington 1..800-826-7716 (Message).
17
FOR OFFICE USE ONL Y
UNDERGROUND STORAGE TANK
Site Check I Site Assessment Checklist
Site #:
Owner #,
INSTRUCTIONS
When a release has not been confirmed and reported, this Site Check/Site Assessment Checklist must be completed and
signed by a person certified by IFCI or a Washington registered professional engineer who is competent, by means of
examinatIon, experience, or education, to perform site assessments. The results of the site check or site assessment must
be included with this checklist. This form must be submitted to Ecology at the address shown below within 30 days after
completIon of the site check/site assessment.
SITE INFORMATION: Include the Ecology site ill number if the tanks are registered wIth Ecology This number may be
found on the tank owner's invoice or tank permit.
TANK INFORMA nON, Please list all tanks for which the site check or site assessment is being conducted. Use the
owner's tank ill numbers if available, and indicate tank capacity and substance stored.
,
REASON FOR CONDUCTING SITE CHECK/SITE ASSESSEMENT: Please check the appropriate item.
Underground Storage Tank Section
Department of Ecology
PO Box 47655
Olympia WA 98504-7655
CHECKLIST: Please initial each item in the appropriate box.
SITE ASSESSOR INFORMATION: This form must be signed by the registered
site assessor who is responsible for conducting the site check/site assessment.
I
SITE INFORMATION
Site JO Number (Available from Ecology jf the tanks are registered):
Site/Business Name:
Site Address:
Street
Telephone: ( _)
Ci
State
Zi Code
TANK INFORMATION
Tank 10 No.
Tank Capacity
Substance Stored
REASON FOR CONDUCTING SITE CHECK I SITE ASSESSMENT
Check one:
Investigate suspected release due to on-site environmental contamination.
Investigate suspected release due to off-site environmental contamination.
Extend temporary closure of UST system for more than 12 months.
UST system undergoing change-in-service.
UST system permanently closed-in service.
UST system permanently closed with tank removed.
Abandoned tank containing product.
Required by Ecology or delegated agency for UST system closed before 12/22/88.
Other (describe)
ECY 010-158 (Rev 6/26/96)
page 1
CHECKLIST
Each item of the following checklist shall be initialed by the person registered with the Department of
Ecology whose signature appears below YES NO
1 The location of the UST site is shown on a vicinity map
2. A brief summary of information obtained during the site inspection is provided.
(see Section 3.2 in site assessment guidance)
3. A summary of UST system data is provided. (see Section 3.1 )
4 The soils characteristics at the UST site are described. (see Section 5.2)
5. Is there any apparent groundwater in the tank excavation?
6. A brief description of the surrounding land use is provided. (see Section 3.1)
7 Information has been provided indicating the number and types of samples collected, methods used to
collect and analyze the samples, and the name and address of the laboratory used to perform the
analyses.
8. A sketch or sketches showing the following items is provided:
- location and 10 number for all field samples collected
- groundwater samples distinguished from soil samples (if applicable)
- samples collected from stockpiled excavated soil
- tank and piping locations and limits of excavation pit
- adjacent structures and streets
- approximate locations of anyon-site and nearby utilities
9 If sampling procedures different from those specified in the guidance were used, has justification for
using these altemative sampling procedures been provided? (see Section 3.4)
10. A table is provided showing laboratory results for each sample collected including; sample 10 number,
constituents analyzed for and corresponding concentration, analytical method and detection limit for that
method.
11 Any factors that may have compromised the quality of the data or validity of the results are described.
'V
12. The results of this site check/site assessment indicate that a confirmed release of a regulated
substance has occurred.
SITE ASSES~'9R'INFORMATION
Person registered with Ecology
Finn Affiliated with
Business Address:
Telephone: ( _)
Street
city
State
Zip Code
I hereby certify that I have been in responsible charge of performing the site check/site assessment described above. Persons
submitting false information are subject to penalties under Chapter 173.360 WAC.
Date
Signature 01 Person Registered with Ecology
Ecology is an equal Opportunity and AjJif11Ultlve Action Employer
page 2