NCD986187094_19910906_Reasor Chemical Company_FRBCERCLA PA SI_Preliminary Assessment-OCR

State of North Carolina
Department of Environment, Healt,h, and Natural Resources
Division of Solid Waste Management
P.O. Box 27687 · Raleigh, North Carolina 27611-7687,
James G. Martin, Governor
William W. Cobey, Jr., Secretary
September 6,' 1991
I..
William L. Meyer
Director
Mr. Earl Bozeman
EPA NC CERCLA Project Officer
U. S. EPA Region IV Waste Division
345 Courtland Street, NE
Atlanta, GA 30365
Subject: Preliminary Assessment
Cr~: I A ~ ;:; ~ (r·, LIi
Reasor Chemical Company Site (NCD9861870941)
Castle Hayne, New Hanover County, NC
Dear Mr. Bozeman:
This letter contains the findings of the Preliminary
Assessment of the Reasor Chemical .Company Site in New Hanover
County, North Carolina. The NC Superfund Section recommends that
a Screening Site Investigation be conducted at this ,kite.
Site Description
The site is located on Highway 132 approximately 1/2 mile
south of the Highway 132/117/133 interchange in Cast]e Hayne. The
site coordinates are 34°20'3611 N latitude and 77°53'30" W longitude
(1,2). The site is the former lo'cation of a stil.mp rendering
facility that reportedly produced turpentine, pine resin, pitch,
tall oil, pine oil, camphor, pine tar, and charcoal from pine tree
stumps ( 2) . Little is known about the exact probess used to
produce each product. However, it is probable that chipped stumps
were extracted with various solvents which were distilled for
separation into various fractions and products. I
The site covers approximately 25 wooded acres with little or
no development within a quarter mile of the site. Th1e site is not
fenced, but there is a locked gate at the entrance tb the site on
Highway 132 that restricts vehicle access (3). Figure 1 is a map
of the site layout showing both past and present structures on the
I
SCALE IN FEET
.'JOE: LOCAT!OMS Af.lO SCALES OF 6JIL01NGS AHE APPROXIMATE
LEGEND
DIRT ROAD
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FIGURE 1. REASOR CHEMICAL SI'IE LAYOUT AND SilMPLING LCX:ATICTs/S
( SOURCE: Reference 2)
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A 3
SLUICE y--·r .... nu.
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site (2). The attached U.S.G.S. topographic quad shows the site
location. There are 4 existing and 1 drained impoun1dments on the
site which were found to contain _varying levels of volatile
organics in 1989 (2).
Areas of environmental interest on the site are denoted on
Figure 1. There is a pile of burned scrap copper, cbpper wire and
other plastic materials at the western entrance to the site. There
are also two or three former tank cradle areas. 8radle Area 1
consisted of 6 concrete cradles for large tanks of 15)000 to 20,000
gallons each and four cradles for smaller 4,000 tol 6,000 gallon
tanks underlain by a concrete slab measuring approxim~tely 60 by 80
feet. A 15-inch concrete containment wall surrounded the slab:
One large intact tank (estimated capacity, 15,000 ghllons) which
appeared to be empty was lying across the containment wall half in
and out of the containment area. ·At Cradle Area !\2, 100 yards
southeast of Cradle Area 1, balls and layers of pine resin were
evident on the concrete and land surfaces. There w~re 6 cradles
for smaller tanks, but no tanks were evident.
1
\Metal scrap,
probably from some type of distillation unit, was also noted in
Cradle Area 2 (3). ,I
The former chip staging area, is a large open sparsely
vegetated field running from southwest to northeast covered to this
day with a layer of pine chips. It is approximateiy 500 to 600
feet long and 50 to 100 feet wide. At the southw~st end was a , , il , concrete bunker-like structure that reportedly contained stump
grinders. At the northeast end were two brick-lined !furnaces. In
the Chip Staging Area we noted that there are piles hnd layers of
pine chips lying on the land surface and there is
1
1little or no
vegetation in the area. At about the midpoint of the Chip Staging
Area are two small impoundments to the southeast. Brownish
leachate seeps from the chip area were seen and I photographed
entering this impoundment. At the northeast end I of the Chip
Staging Area was a horseshoe shaped impoundment refer:red to in the
Law Environmental Liability Assessment as the Settling Pond. To
the east of this area was another chip storage area r~ferred to on
Figure 1 as the Sluice Area. It was evident,1y used for
storage/disposal of spent, extracted chips. As with the Chip
Staging Area, the Sluice Area was cleared, sparsely ~~getated, and
contained layers of spent pine chips.: The area was pborly drained
and contained numerous puddles from recent rains ( 3 )'l
As noted on Figure 1 a.drum disposal area is 1!cated in the
center of the site. It contains a dozen or more halflburied drums
projecting out of the ground (3). Law Environmental reported
observing 40 drums in this location during the 1989 Liability
Assessment ( 2) . . :1
The former water supply well shown on Figure 2 is non
operational. A large pump remains that had once pull~d water from
a 4-inch steel casing, but it is in obvious disrep~ir and is no
longer connected to the casing. (For:future referenci it would be
difficult to sample this well because an elbow must be removed from
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the casing to be able to fit a bailer in the well.] A NC DEM I observation well is reportedly located in the south~est corner of
the site (2). It was sampled and was found to contain volatile
organics during Law Environmental's L'iability Assessrr/ent. However,
due to dense vegetation this well could not be located. A 4-foot
section of what appeared to be 4-inch casing was !lying on the
ground in the area where this observation well was reportedly
located. Therefore, it is possible that this wkll has been
dismantled ( 3) . 1
Site History
I
The site was owned and operated by Reasor Chemical from 1959
through 1972 as a stump rendering facility that produced pitch
turpentine, tall oil, camphor, and other pine products. In 1972
the site was purchased by the Martin Marietta Corpor~tion. Martin
Marietta reportedly let the site sit'idle the its entire period of
ownership. Hilda Cameron and Jane Sullivan purchased the'property . ' in 1986. The Cameron Company (1201 Glen Meade Road, P.O. Box
3649, Wilmington, NC 28406, [phone]) manages :the site (2).
The plant was obviously dismantled and sold for!scrap at some
point, because the steel structures have been cut from the ground
and removed from the site. The only notable steel re~aining on the
site is the one tank in Cradle Area'l. It is not khown when the
plant was dismantled. However, the,Cameron Company;\ indicates it
was before Hilda Cameron and Jane Sullivan purchased the property
in 1986 ( 3) . . I
A Law Environmental Liability. Assessment, for1 a potential
buyer of the property, was conducted on the site in 1989.
Analytical data show there are contaminated so1ils, surface
impoundments, and groundwater on the site (2). On July 15 and 16,
1991, Mary Ganley and Bruce Nicholson of the NC Superfund Section
conducted a reconnaissance of the site. Mr. Jabe Hardee of the
Cameron Company was present during' the reconnaisscince ( 3) . On
July 15, prior to visiting the site, 1990 aerial photographs of the
site area were obtained at the New Hanover County I Land Records
Office, 320 Chestnut street, Wilmington, NC 28401, [phone].
I
Hazardous substances
The Law Environmental samples were only analyzed for benzene,
toluene, xylene, acetone, phenols, ?'nd toxpahene. IIAll of these
compounds were found on site except for toxaphene (2). It is also
likely that higher organics consistent with turpentine production
such as pinene, diturpene, and other turpenes are pre1sent as well.
Laboratory Data
Results of soil and surface water samples taken during the Law
Environmental Liability Assessment are shown in Ta;ble 1 below. : ·t Samples were only analyzed for benzene,toluene, xylene, acetone, ' I
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phenol, and toxaphene. Note, the sampling locations are denoted on
Figure 1. The results show that the most highly cont~minated areas
are the impoundments which could be contributing tb groundwater
contamination. Note that the observation well contkins benzene,
toluene, xylene, and phenol which confirms an obserVed release to
the groundwater.
Table 1. Groundwater and Soil Analyses From Law Environmental Liability Assessment, ug/Kg soil or ug/I water (2)
Sample Sample Sample I Location .IYQL Description benzene toluene xylene acetone phenol toxaphene
I soil Cradle Alea 1 <5 18.2 92.9 108 NA NA I 2 sediment Drained Pond 909 10,000 11,000 5,600 NA NA
:1
3 soil Sluice Area <5 <5 <5 125 NA NA ii 4 sediment Small Pond 1 41.7 5,_550 <2 3.7 175,000 NA
ii 5 sediment Small Pond 2 390 90,000 25 <500 83,000 NA
:1
6 soil Drum Area <5 <5 <5 133 5,120
I <500
7 sediment Settling Pond <5 <5 <5 117 903 <200
8 groundwater Observation Well 3.6 11 18.9 < 10 :jrn <1
Ground water Pathway
The site is in the Coastal Plain Physiographic Province of
North Carolina. Basement metamorphic rocks lie about 1,100 feet
below land surface in the area of the site. Above these rocks lie
sedimentary rocks of cretaceous to recent age thatj comprise the
predominant aquifers in the area. The three major aquifers are the
surficial water table aquifer, the tertiary limestonJ aquifer, and
the cretaceous aquifer. The surficial aquifer, consisting of
surf icial sands and shell beds, is the main dmhestic supply
aquifer. Beneath a confining layer lies the Castle Hayne Limestone
which serves as the tertiary limestone aquifer. The Cretaceous
aquifer lies deeper, about 800 to 900 feet in the sitk> area. It is
generally not used for domestic supplies because of Iii ts depth and
it contains high chloride levels i compared to the two upper
aquifers. However, this lower cretaceous unit is a.Ilsa generally
artesian, and in the site area has a piezometric su~face of 90 or·
more feet above sea level (4). · '
' There are very few wells in the immediate site vicinity. The
nearest is directly across Highway 132 from the j site at the
Dickerson Carolina asphalt plant. · There are two wells at this
facility, one of which is no longer u_sed. The second jwell supplies
drinking water to approximately 18 workers who are at the facility
8 hours per day (5,6). Carolina-Dickerson estimated the well to be
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I facility, one of which is no longer used. The second well supplies
drinking water to approximately 18 workers who are atlthe facility
8 hours per day (5,6). Carolina-Dickerson estimated the well to be
50 to 60 feet deep, and it has a 26 gallon per minut'e yield. No
water is used in the production process so that this w~ll is pumped
only for domestic potable use and for a steam genny for equipment
cleanup (5,6). Additional areas likely for wells were id~ntified
on the aerial photographs of the site. However, n·~me of these
areas is within a quarter mile of ·the site. Res.idences were
checked in these areas both to the north and south of the site and
well houses were noted.
water for domestic use is supplied exclusively by groundwater.
Most individuals in the area .are on private wells and there are a
few community supplies. An accurate house count is possible from
the 1990 aerial photograph from the New Hanover County·jLand Records
Office ( included as Map 2) . This I was used to estimate total
population and ground water targets wlthin 0.5 milesiiof the site.
Beyond this distance, the PCGEMS census data program was used
because of the age of the topographic maps. The resulting
estimated ground water target population is the same Jas the total
population estimate. A summary of this estimate is shown in Table
2 below. ii
Table 2. Groundwater Target Population (and Total Population) For Reasor Chemical Site (1,12).
I
Ring
Annulus, mi
a.a -0.25
0.25-0.50
0.50-1.0
1.0 -2.0
2.0 -3.0
3.0 -4.0
Population
,.
2d'
328'
1,563
1,263
1,289
58
Cumulative
Population
!20
348
1,911
3,174
4,463
4,521
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" Includes 18 employees of Dickerson-Carolina and.1 residence (5,6,7). J
b Includes 135 residences counted on 1990 aerial photograph (7); based on 1990
Census data of 2.43 residents per household (8).
The annual precipitation for the Castle Hayne area is 56
inches, and the annual evaporation rate is 42 inches; therefore,
the annual net precipitation is 14 inches (9).
surface Water Pathway
The site slopes gently from the northwest to the southeast.
The northwest corner of the site lies at an elevatioil of 20 feet
and the southeast corner lies at 10 feet. From the so'utheast edge
of the site there flows a well defined drainage di~ch. It is
important to note that the impoundment that lies along .the chip
staging area may be bermed to the edge of this ditch'l The ditch
flows 700 feet to Prince George Creek; Prince George' Creek flows
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I ' westward for 6.0 miles and enters the Northeast Cap~ Fear River.
The Northeast Cape Fear flows 12. 9 miles before it reaches the
emergency water intake for the city of Wilmington. Tnerefore, this
intake is 18.9 stream miles from the site and is outside the 15-
stream mile target distance 1 imi t. However, fro:mj a point 2. 9
stream-miles from the point of entry, both Prince George Creek and
the Northeast Cape Fear flow exclusively through es,tuarial
wetlands ( 1) . , 'I
Prince George Creek and the Northeast Cape Fear River are
Class "C" surface water bodies throughout the 15 strea'.m-mile target
distance limit. They are suitable for fish prbpagation and
secondary recreation but not for water supply. Imme'ctiately after
the 15 stream-mile limit, the Northeast Cape Fear cha'.nges to Class
"SC" which is a tidal salt water suitable for fish p:topagation and
secondary recreation ( 10). I
on site Exposure Pathway
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The site itself is in an otherwise lightly developed wooded
area. The dirt road entering the site -from Highw\,,.y 132 has a
locked fence to restrict access. However, there arel no fences to
restrict access by foot. There are no residents within 200 feet of
the site (7). The only other facili~y or development within 0.25
miles of the site is the Dickerson-Carolina asphalt plant which
lies on Highway 132, approximately 800 feet from th~ site . The
site is about 0. 75 miles south of, the town of c;astle Hayne,
population 1,182. The population distribution around the site was
estimated using a house count from the 1990 aeri.al1 photo (for
within 0.50 miles of the site) and t~e PCGEMS Censusiprogram (for
outside 0. 50 miles from the site) (7, 12) . As shown in Table 2
above, there are an estimated 20 residents within 0.25 miles of the
site and 348 residents within 0.5 miles of the site.
Recommendation
Residual contaminants from the operation o~ the Reasor
Chemical stump rendering facility are in site soils and surface
impoundments. These contaminants may be acting as 1ja source for
surface water and groundwater contamination. There may also be
unknown chemicals in the drums found on site. TherJ.fore, the NC
Superfund Section recommends that a Screening Site Inv'estigation be
conducted in the near future. , . 'I
If you have any questions concerning this site please contact
me at [phone]. I
attachments
BIN/rep/reaspa
:C:'ttlU
Bruce Nicholson
Chemical Engineer
Superfund Section
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REFERENCES
United States Geological Survey Topographic Maps (7.5 minute
series). Castle Hayne, 1970; Rocky Point, 1970} Scotts Hill,
1970; and Mooretown, 1970. I
Preliminary Environmental Liability AssesJment.
Environmental, Inc. Wilmington, NC. April 6, ~991. ii
Law
Memorandum. Bruce Nicholson, NC Superfund Section, to Reasor
Chemical Site File. Preliminary Assessment R~connaissance.
July 23, 1991. i\
A Preliminary Report on Anomalous Pressures in ,Deep Artesian
Aquifers in Southeastern North Carolina ;\ (Report of
Investigation No. 10). North Carolina Department of Natural
and Economic Resources, Raleigh, NC. August l~i75.
Telecon. Bruce Nicholson, NC Superfund Section, with Fred
Cox, Carolina-Dickerson. Information Aboiit Carolina-
Dickerson' s Wells. July 17, 1991. II
Field Notes. Bruce Nicholson, NC Superfund Section, during
Preliminary Assessment On-Site Reconnaissance, July 15, 1991.
1I Aerial Photograph. New Hanove~ County Land Records Office,
Wilmington, NC. 1990.
Memorandum. Pat DeRosa, CERCLA Branch Head, to NC Superfund
Section Staff. U.S. Census Bureau 1990 Population Data. June
28, 1990. I 11
North Carolina Atlas, Portrait of a Changing Southern State.
University of North Carolina Press. 197 5. :j
Classifications and Water Quality Standards Assigned to the
Waters of the Cape Fear River Basin. NC Departmdnt of Natural
Resources and Community Development, Division of 1Environmental I Management. September 1, 1981, as amended February 1, 1986.
I 11 PCGEMS Census Data Program. Computer Program Run April 26,
1991. Census Data Surrounding the Reasor Chemibal Site .
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EPA; Potential Hazardous Waste::,ne
Preliminary Assessment Form
1: General Sftslnfo~ation ,·'·• ··
NI.IDC:
Reasor Chemical Canpany
Ciiy:
Castle Hayne
34 ° 20, 36. •
°""'' Hilda Cameron and Jane Sullivan
~ Adi:m.u:
c/o The Cameron Canpany
City;
Post Office Bo~ 3649, Wilminqton
su1.e.: Z.ip cooe: Tc:lepooix:
NC 28406 ( 919 762-2676
TYJl', a Own<nhi;>,
18 P'rivalt
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NC
A pp rol.WlC Area of sn.t:
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St.11.e.: Z.ip Code:
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0 Citizm Ccmpwnt
0 PA Petitioa
El ~ "'°'""' 0 RO.J.JCE.RCLA NotifieabQ:i
Na.inc o( Ev&N.I.LO'I"".
Bruce Nicholson NC DEHNR/SUnPrfund se~
$troct Addreu: Cir;y:
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CEJICLlS Nwmbcr.
D986187094
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G Mcu.J FOfl-.:.; -·~lllt
0 Fabne..t.e(l $.t..-...::i::..:~ Meta.I Producu
0 Ek,:troru,; E....-.i•:-t.")ell\
Ci Other M.a.cula.:~noi
DMinin<
DMeC.W
C Coa..!
Ci Oil and Gu = Noo-m,ailljc Mmcr&ls
[j Rcu..il
0 RCllA
0 Tru.tme:o.L. $1..on.fc, Of DLS:pOUl
0 Uflc.Qu.a.,ci.iiy Geoernor
C ScwJ Qu.uitity Oenen.LOf
C: :...i.btilk D
j Municipa.l
'.J lMw:i.ri.1.1
C ·c:iavcrur·
C "Pm.n::t.ivc Filer"
C "Noa-or UU: Fikr"
D Na. Spec ifted
0 Pre-cot md FOftDU O..-OCr
0 U0.1uthoriu:d
D : UCWKl'Wtl
Wlll(; Acc.euiblc \o ~ Public:
XJ Yu □'No
D °""'-------------D~c \0 Nc.uut D,,,,cl.l.q,
School. (X w ort:p l.t,,;e:
•
, . .. . , . .. .. ···· .. ·.;·:;•··· ·.· ... 'i'-•,.:.,·
'I ,
800 Foe<
SoJre.cT'ype:
(ebed: Ill ~...: apply)
So::-.iri:c Wutt: Quantity:
(IDdu.dc unit.a)
Ta Geoen.J Typa o( Wuu (ebec..t all cb.&t apply):
Ii{"'"'""'
0 Lu,dfill
X: Sutfacc lmpoc:m-=z
~Dn,m,
0 Tanb aod Noo-Drua:i CODLLiD,en
□ Cbem.iu1 Vr'uu Ne
IX Scrap Met.a.J or Junl:: Ne
□Ta.il.irc:1 Ne
0 Truh Put (~ dt..:Dp)
Ql..w:,dTn::ab:lml
~ Coneemic1ted 'JrtM:rd Wl&ct Fune
(l.al.idearif-.cd ~)
D Con~ Surl.cc w.,...1Scdimcl>L
(~ IOJJ'U)
Q. Cootnnioated So\!
D No Sou.re.ea
'
'
--
A --
N/A --
--
--N/A --
--
--
--
N/A --
--
--
D Orran.it:•
0 1nortMiic• ~ Soh'ccih '
O~u'
. D ~/Hoapiul Wutt:
0 ~tivcWuac ow.. Wur. o~i.b/Herl)ic.aea □Ae~.
0 ~~ Wuu
0 M.ia.ic~&.! Wane
□ Minici\ w...,
0 ~io.rvu
□=,
Ptrysic:a.! St-= o( w uJ. u [)qx:,Nlc,d (cbo:.t: a.n lh,,I.
,pp/y): '
D Sood
il{Liq.,id
D Sbice'
□Ou
0Powdu
, II
II
• C • Coi:u:tituc:aC. Y.' • W~. •,· • Volume, A • A.tu DRA F·~
1111-J 1 n ~99\
/
•
•
I NCD98618,1094
7. Gfou~ Water Pathway
Li Orcuod w ~r U .eG for Drint..irri
Wai.tr Wi<b,m 4 M,ilu:
lJ Tt,cn I Swpccted ~tlc.a.x ID Qro,io.l L, _,__ . I
11t Ser: ........... , Tl.tJd Pop,.i.l.woQ Serve,,:! b~ GTOUD<1 Waur
JO Yu
0 No
TYf>C o( Drinuni, Wllef WcllJ,
Wilrull 4 Mi.lea (cbetl all lh,.l
""'~),
C: Ml®CipLJ :z: Prr,1tc
W&1.c.r: ltJ Ya
0 No
Have Prmw)" T Ill d Drot..q \Ir,-' &Lrr
W cllJ, Bea:, I d,c::caif d:
C Yu
)CJ t-io
W11hd1"11W'Q From: : l
, o. w Mil< 20 ---,,----
32 s' \
1,%3\
1,263\
2 NOile lf Yu, Enter Prima.ry T&11ct ~lioo:
>1·2Milu
>2·3 Mile.s
____ Poopk >3 ·, Miki 5s \
~ Lo ~c.si. Aquifer. Ne.a.rut De.a~ Wt.Ube.d Protc,;l)OQ
O0-1"Milc
T ot.a1 With.in 4 Milu 4,521 \
Kant Tet"nm!Aquil'tr f'Tet,eot.:
DYu
0 No
C >"-•4Milu
0 Nooe ..-11.b.m , Milu
Type of Sun'ac.e Wa1.e1 Dninm&: Site J.Od 15 M.ik-1 D,o.,.,a.,u-um (Cbc::k ..U
,,.. ""'~),
)t Strum ro River O Pood O La.1::c
C Bay O Oceaii D Otbe-r ____ _
lJ Then I ~ted J/,.ek.u,c IO &lrf..ce Water:
~ Yea
C No
Drink...ici: Waut lnu.keca loc.&.Led Aklac tt.c: Surl..ce Wa1Z;r J,.uin.tioc Pith:
□Yu
~No
H.tvc Pri:m.u)· T1.tJet Drint..ini: Wucr lDLatea Seal ldcntif'IOCI:
0 Yu
il:No
lf Yea, E.olcr ~ Scr,oed by Primary T IJld. lliJ.a.k.u:
Filhcria l...oc...lc,,;1 AJaac 1be !tw1,-;.c: Wf/lD M.if:~ hl:h:
Ill Ya
0 No
H.I Vt Prim.u-y T Lil ct F u.betic::, Boal ldeatif iod:
il{ Ya
0 No
I
Sbortut O'leriAAd OiJunu. F~ Arly ~ ID Su.rl..:c W ucr.
700 Fm
_ ___ Mw
Siu ia l.oc..a1ed ic.:
;:J ADaual • l O yr Fk,odpLun
0 > 10 yr• 100 yr F\oodpl.uc
0 > 100 y1 • 5-00 yr f1c:,o;jpLun
D > SOO yr Fioodpw:D
l..iJt All So:.:oo.i&ty Tuict ~ Wattt LaW:ea: , \
~ Wall:r 8,odv ~ (cf,) PopuLuioo Served
I
l...i.i. All Scx:.ood.u') Ta11ec. F~: I
Pk,.,,(cf•)
·\
I
I DRAFT
J\Jt{ i O \88\
•
•
•
•
, ..
Potential Hazardous Waste Site
Preliminary Assessment Fann -~e 4 or 4
I CllCLIS1N~
NCD98'6187094
I
...... ·-· ·.'' :' ::,,;::;..: '',' ., .. •,•··· ·:':". .. 8,Surfac~·v.1aterPathwa y (condnued)
,._. :· , ... :,,·.-:··-.'
:' ·.:r.-:,:c,:':. •:',,_ :_ .... _
Wi:1.W)di l.,.oc..ltcd Akq: '!be Sl.irfl!U'. W11.cr M.qntioo Pl.th:
X: Yc.1
0 No
HI v c Prima* Tu-; et W ct.1.t.odJ Becti I dc:nuf ,e(l :
_ Y~1
CJ No
Lu:! Sec ODd.o.ry Tut et W d.l.ands :
W1~r Ek,c-, fk,v,.' (cf1J Froou.r~ Milu
°""' Saui~c ~,iroruna,u '-='"" A'°"< !be Surl~, Wt Mia"""' hl>c
Hive Primtry TLtJel Sa:ulUVc EDvlf"OWDeOu 6= Jdc:ntif,ed:
Q Ye.a
0 No
Lu:t Sccoo,duy Tuset SauM't E.n,,it-oomeou.:
Fk,.., 1cr11 5eo,itivc En"ll"O<\l!l=t Tvpc
,1
Arc People OccupyiDf Rc:~es Of
Ac.=d6' S,;boo/ Of Ihy Ca.re a:,. Of Within
200 Fed. of. A rtU o( ~ oc Swspccwi
Number of \\'prl:en Oiurtc:
1'.'Noo,
HFc Tem:soi.a.J Sauitivc Enviror:a:oc:nu Bcec IOC:arif,od oo
or Within 200 fr:c:. o/ tbc tit.t.:
U )'u, EAi.er Tou.l Rui.kc.!. ~
I.J Tbcff. I ~ Releuc IO Air.
r. Yes
~No
ED1a T ouJ Popul.a.ti,cWl 011 oc ~
>2-JM.ilcl
>3-4Mib
TouJ Wic..ic .-i Mila
0
,.20
328
1. 563
1 263
1.289
58
4,521
DI. 100
D 101. 1.00J
0 >l,OOJ
Dy~
lb No
lf Yci, Lilt Each Tc::rrt:l'tl'W Sonaitivc E.Dviroamcnt.:
Weu.od.i loi;.&1.ed .,.icun '-Moo o( tb(. ~:
l9 v~
0 No
I
CXba Saunivc Env~ l.,.oca1cd .,-itb.ic." Mik.l o/ tbc sn.ci
C Yea
JC; No
. Lui. All Sa:uitivc EnvLfOCIDalll ,..rth.ic. ½ Mile o/ tbc Site: 1 j
pi.t:uocc Sewitive E.;vj.roga,a.; Typcl'w'etaDC.f An:..a (acres)
Dow None
None
0-W.Milc
None
.1
'I
I
DRAFl
J\JN i O \98\