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RMS Risk Management Services , Inc.
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
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E. DATE: JULY 27, 1994
PREPARED BY: PREPARED FOR:
RISK MANAGMENT SERVICES, INC. INVESTORS LTD. LIABILITY CO.
3705 KIPLING STREET C/O ROLLIE KELLY
WHEAT RIDGE, COLORADO 80033 4221 MONACO PARKWAY
TEL. ( 303)422-4542 DENVER, COLORADO 80216
EXHWIT
2000-2224
3705 Kipling Street, Suite 201, Wheat Ridge, CO 80033 • (303) 42 -
rMS Risk Management Services , Inc
BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
i
i PHASE 1
TABLE OF CONTENTS
ITEM PAGE
INTRODUCTION 1
SECTION A:
OWNERSHIP & SITE LOCATION 3
ISECTION B:
SITE DESCRIPTION & CHARACTERIZATION 3
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I SECTION C:
CURRENT SITE ACTIVITY & USES 7
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SECTION D:
REPORTED ADJOINING PROPERTY
HAZARDOUS SPILLS 8
SECTION E:
OTHER HAZARDOUS SPILLS 10
F' SECTION F:
ADJOINING PROPERTIES & BOUNDARIES 11
[ SECTION G:
SUMMARY OF FINDINGS & CONCLUSIONS 11
IAPPENDIX A:
- TITLE OWNERSHIP AND TRANSFERS
(
- BEEBE FARMS LEGAL DESCRIPTION
- ENVIRONMENTAL DATABASE MAP - SEARCH AREA
OF REPORTED SPILLS
I_ CORRESPONDENCE:
- INDUSTRIAL COMPLIANCE DECEMBER 19, 1991,
CORRECTIVE ACTION PLAN (CAP)
- COLORADO DEPARTMENT OF HEALTH, JANUARY 21, 1992,
RESPONSE AND REFUSAL OF CAP
- BARTON, KLUGMAN & OETTING, JULY 11, 1994
REQUEST FOR PERMISSION FOR ACCESS TO PROPERTY
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RMS Risk Management Services, Inc „
BEEBE DRAW FARMS
WELD COUNTY, COLORADO
1 ENVIRONMENTAL SITE ASSESSMENT
IPHASE 1
i INTRODUCTION :
i- Risk Management Services, Inc. (RMS ) was engaged to perform
! a Phase 1 Environmental Site Assessment (ESA) for the Beebe Draw
Farms by the Owners of the property for whatever use the Owners
deemed necessary. This Site Evaluation was a non-intrusive and
4 f non-destructive research to evaluate the potential for
significant on-site environmental impacts.
1 This ESA was prepared after RMS addressed, and/or
investigated the following items:
A. Site Ownership & Description
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i_ 1. Current Owner
2. Site Location
B. Site Description
1 . Site Features
2 . Land Uses
3. Facility Information
I4 . Waste Management
5. Interior Housekeeping
r 6 . Geological/Hydrological Features
i- 7 . Exterior Housekeeping
8 . Other Observations
I . C. Historical Uses and Documented (Known) Impacts
1 . Chain of Title
( 2 . Interviews
3. Aerial Photographs
4 . Historical Society Records
5. Past Uses and Ownership r'
6 . Regulatory Agency Lists & Files (Fed. State,
i Local )
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
(PAGE 2 OF 12)
D. Historical Events
It 1 . Fires
2 . Explosions
3 . Tank Leaks or Replacement
4 . Onsite Hazardous Materials Release
5. Environmental Fines or Enforcement Actions
E. Site Vicinity
( 1 . Past and Present Vicinity Uses
2 . Reported Hazard Releases
3 . Plot Plan
4 . Regulatory Agency Lists and Files
5. Known Soil or Ground Water Impacts
F. Regulatory Compliance (Permits and Registration )
1 . RCRA Part B permit
2. RCRA hazardous waste generator
3. UST Registration
4 . Local Hazardous Materials and Hazardous Waste
Storage Permits
r 5. Air Permits
it 6 . Industrial Waste Permits
G. References
1 . Site Assessors
2. Interviews
3. Key Files, Documents and Reports
4 . Aerial Photographs
This ESA has been specifically prepared for the exclusive
use of Beebe Draw Farms. Other parties are prohibited from the
usage of this Document without the written permission of Beebe
Draw farms and Risk Management Services, Inc.
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BEEBE DRAW FARMS
ENVIRONMENTAL, SITE ASSESSMENT
PHASE 1
(PAGE 3 OF 12)
SECTION A: OWNERSHIP AND SITE LOCATION
The site is located East of County Road 39 and South of
County Road 38 .
�. The Beebe Draw Farms site is a collection of previously
owned properties which were purchased, and or sold, by previous
entities for the purpose of farming/ranching or development . A
review of the records indicate that there was no activity on the
properties, except for the drilling for gas and/or oil which
would have an environmental impact on this property.
A search of the 50 year ownership chain report of the
property and adjacent properties is a part of this report .
A copy of the legal description is included in this
assessment. (See Appendix A)
SECTION B: SITE DESCRIPTION AND CHARACTERIZATION
The site is located east of County Road 39 and South of
County Road, 38 southeast of Gilcrest and directly east of
Platteville, Colorado. The site evaluated is described as Beebe
Draw Farms, First Filing and Equestrian Center, a tract of land
situated in portions of Sections 3, 4, 5, 8, 9, 10, 15, 16 and
17, Township 3 North, Range 65 West of the Sixth Principal
Meridian, Weld County, Colorado.
The site consists of an existing cattle ranch located north
and west of Milton Reservoir . The topography of the property is
gently rolling. The site consists of many small depressions
typical of eolian or wind-blown deposit areas. Numerous oil and
gas wells are located throughout the site and dirt and gravel
roads that serve as access to these wells are also located
throughout the site. An equestrian area has been planned in the
northeastern portion of the site. A small reviewing tower has
been built near the center of the equestrian site in the eastern
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
(PAGE 4 OF 12)
portion of the property. Several small lakes axe located in the
southeast corner of the equestrian center site adjacent to Milton
Reservoir and the Milton Reservoir Dam which are located adjacent
( to the southeast corner of this portion of the property. The
southern portion of the equestrian center extends to the
shoreline of the Milton Reservoir, and Beebe Draw forms the west
edge of the equestrian area. The Draw contains moderate to steep
eroded slopes and is vegetated with brush and trees. The Evans
No. 2 Ditch traverses the area of the equestrian center site .
The western portion of the site in the area of the proposed first
filing consists of rolling hills, vegetated with grass, weeds,
and sage as does the majority of equestrian site area. The
property is bordered on the west by Weld County Road 39 .
The site acreage is approximately 4128 acres.
A geologic investigation was made of this property by
Empire Laboratories, Inc. Geotechnical Engineers, 214 North Howes
Street, Fort Collins, Colorado. The report was dated May 30,
1985.
Portions of the report which are pertinent to this report
l' are as follows:
"Geology
"The 'site is located within the Colorado Piedmont section of
the Great Plains physiographic province. The Colorado Piedmont,
formed during the ' Late Tertiary and Early Quaternary
(approximately sixty-five million ( 65,000,000) yearsago) , is a
broad, erosional trench which separates the Southern Rocky
Mountains from the High Plains . Structurally, the property being
studied lies along the western flank of the Denver Basin. During
the late Mesozoic and Early Cenozoic Periods (approximately
seventy million (70, 000,000) years ago) , intense tectonic
activity occurred, causing the uplifting of the Front Range and
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
(_ PHASE 1
(PAGE 5 OF 12)
the associated downwarping of the Denver Basin to the east .
Relatively flat uplands and broad valleys characterize the
present-day topography of the Colorado Piedmont in this region.
1 The site is underlain by the upper Cretaceous Laramie formation.
In the majority of the site, the bedrock is overlain by eolian,
dune, deposits of Pleistocene age. Minor amounts of aulluvial
sands and gravels of Pre-Bull Lake Age are encountered in the
Beebe Draw area.
"Bedrock outescrops were not noted in the site nor were they
encountered in the borings drilled by Empire Laboratories, Inc. ,
or CTL/Thompson, Inc. to depths of forty ( 40) feet. However ,
bedrock was encountered in the deep borings drilled at the site
at depths of sixty-seven ( 67) to one hundred twenty-three ( 123 )
feet below the surface. The regional dip of the bedrock in the
area is slight in an easterly direction. Therefore, from a
structural standpoint, the property should be relatively stable .
To our knowledge, there are no active known faults in the area;
however, epicenters have been located northeast and southwest of
the project area. It is felt that the area may be located in a
slightly seismic active area and this should be taken in account
in designing structures built on the site. The majority of the
property lies within the drainage of Beebe Draw. Flood plain
studies have been done by others to determine areas subject to
{ flooding. In addition, some flood control dikes have been
constructed and additional dikes are planned to minimize
flooding caused by runoff and excessive filling of Milton
Reservoir adjacent to the property. It is recommended that
construction not be allowed within the one-hundred year floor
plain or be elevated above the one hundred year flood plain of
Beebe Draw. Construction also should not be allowed in overflow
areas of Milton Reservoir .
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BEEBE DRAW FARMS
ENVIRONMENTAL, SITE ASSESSMENT
PHASE 1
(PAGE 6 OF 12)
"The majority of the soils encountered, both visually and in
the reports provided to us, prepared for the site indicate the
soils overlying the site consist of silty and/or clay sands .
lThese materials may be subject to erosion. Therefore, all areas
stripped of vegetation during construction should be seeded to
minimize erosion. With proper site grading around all structures
and proposed roadways, and with proper revegitation erosion,
problems should be minimized at the site. Due to the generally
sloping nature of the topography at the site, mass movement due
to gravity such as land slides, mud flows, etc. , should be
minimal . To help minimize movement and erosion, all cut and fill
slopes should be placed on minimum grades of 2 :1 or flatter .
Groundwater levels in the area are expected to be at shallow
depth adjacent to Milton Reservoir and Beebe Draw in the
southeast portion of the area. It is anticipated that
groundwater levels will be encountered at deeper depths
throughout the majority of the site away from the Beebe Draw and
Milton Reservoir area. Due to the sandy nature of the soils
tencountered, it is anticipated that conventional-type spread
footings will be feasible for the proposed construction.
Percolation test run in selected areas throughout the project
area indicate that soil percolation rates are either suitable or
too rapid in accordance with Weld County Regulations. It is
recommended that in areas where percolation rates are too rapid
the subsoils in the area of the proposed soil absorbtion beds be
mixed with silty of clay material to reduce percolation rates to
acceptable rates.
"Studies of economic deposits of coal and sand gravel at the
site have been prepared by others. These studies indicate that
the site does not appear to be suitable for economic extraction
of coal and sand and gravel . In addition, theogeologic
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
(PAGE 7 OF 12)
conditions of. the site are such, in our opinion, that the site is
i_ also not suitable as an economic source of quarry rock or
limestone. Also, it does pot appear that the bedrock formations
in the area contain uranium or other radioactive mineralsL and
therefore, in our opinion, the site should pot be subiectyd to
radioactive hazards as well .
"It should be noted that the geologic investigation was
[ based on a visual inspection of the site, interpretation of
topographic maps, review of existing dates and literature, and a
general knowledge of the geology of the area. It is recommended
�. that additional test borings and percolation tests be made at the
site prior to construction. Samples obtained from the borings
should be tested in the laboratory to evaluate the physical
properties and bearing capacities of the soils encountered. "
SECTION C: CURRENT SITE ACTIVITY AND USES
The site presently is utilized for grazing cattle. A number
[ of gas well are located throughout the property and they can be
( termed "producing" at this time. The wells are served by above
ground central station units consisting of a gauge house, a
combination 3-phase separator/dehydrator and distillate storage
tank . These stations may serve more than one well
simultaneously. A network of underground piping which serves the
wells, the central station units and the main gas lines are
present throughout the property. The depth of these lines vary.
It is not certain whether the exact location of these lines are
properly charted and as to depth and location.
The central station units were inspected by Marvin Estes,
Risk Management Services, Inc. and Ron Herrin, Petroleum
Production Engineer, formerly with Public Services of Colorado,
Fuelco Division, which has, for several years, been involved in
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1 BEEBE DRAW FARMS
11 ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
(PAGE 8 OF 12)
the field drilling wells and establishing natural gas fields
throughout the Rocky Mountain Region. It was Mr . Herrin ' s
opinion, after looking at several stations, that the units have
been properly installed and maintained. In his view, the chances
of any impact to the area in the proximity of the stations,
and/or wells is remote. There was no evidence of any
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environmental damage in any area.
However, in installations of this sort there is a danger
that the bottom of the holding tanks may become corroded and oil
might seep into the soil . Risk Management Services, Inc.. closely
inspected several of the existing tanks and found no evidence of
corrosion.
Drilling for natural gas is still taking place, and Risk
Management Services, Inc. was advised that two or three more
3 additional wells were to be drilled in the near future. Risk
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Management Services, Inc. was able to observe the drilling of a
new well in Section No. 4, and was of the opinion that the work
was in compliance with all existing regulations and that there
was no apparent danger of contamination to the surrounding area
C by the separator station installments.
SECTION D. REPORTED HAZARDOUS SPILL ON ADJACENT PROPERTY
Near the North east side of the property in Section 4, a
{ reported condensate spill of an estimated 4,000 gallons occurred
and was first reported to the Leaking Underground Storage Tank
Division, Colorado Department of Health on 03/06/90 . The
address of the spill is listed as 20700 Weld County Road 38
Facility. Exact details of this occurrence are not clearly
defined, or evaluated, in that there is a legal action pending
between the Owner of the land, Aristocrat Angus Ranch, 9035 Weld
County Road 34, Contact Mr. Ben Houston, Platteville, Colorado
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
(PAGE 9 OF 12 )
80651, and Aristocrat Gas Products/Machii-Ross Petroleum Company
�- as to the liability concerning this oil spill.
The Attorney who is handling this legal action for
Aristocrat Gas Products Company & Machii-Ross Petroleum Company
is :
Mr . Charles Hosakawa
Angus Gas Products-Machii Ross
3420 Ocean Boulevard
Santa Monica, California 90405
Tel. (310 )450-5666
Machii-Ross has addressed the situation and has made an
effort to identify the area of contamination by engaging
Industrial Compliance Inc. (IC) , 1746 Cole Blvd, Golden, Colorado
80401 . IC investiated the site and filed a report to the
Hazardous Materials and Waste Management Division, Colorado
Department of Health on May 17, 1991, and followed up with a
subsequent Corrective Action Plan (CAP) on December 19, 1991, for
l approval by this Department .
The CAP included an estimate of the contamination of 50, 000
t to 74,000 square feet of surface area. Other pertinent
information obtained from the report indicate that the water
11 table at the site ranged from 11 to 23 feet below ground surface .
On January 21, 1992, records show that the Colorado
fDepartment of Health' did not grant approval of the CAP as
presented by IC on behalf of Aristocrat Gas Products Company.
The stated reasons for the refusal of the CAP was to the effect
that the proposed locations of the of the recovery wells were not
I adequate and not properly placed. The monitoring program as
presented was. also in question, as was the method of reinjection .
The Department directed further action and a revised CAP be .
submitted. before approval could be issued.
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BEEBE DRAW FARMS
ENVIRONMENTAL. SITE ASSESSMENT
PHASE 1
(PAGE 10 OF 12)
On July 11, 1994, Ben Huston received a formal request from
Aristocrat Gas Products Co. to gain access to the property to
drill additional monitoring wells the further define the extent
I_ of the contamination.
Aristocrat Angus Ranch sold off the adjoining land to Mrs .
Jane Evans Cornelius, except for the forty acres on which the gas
plan was located and where the spill occurred. Ben Huston :;till
retains this property at this time.
The location of this spill is to the east of the Platte
Valley Canal which feeds into the Milton Reservoir . it is
unlikely that the soil on the west side of the ditch, which is
part of Beebe Draw Farms, has been contaminated by this
condensate spill .
An inspection of the drainage maps, substantiated by the IC
report, indicate that, probably, all flow would be to the
southeast, or toward the Milton Reservoir .
There is no evidence known to RMS that hydrocarbons have
been detected from this spill in either the Canal or the Milton
CReservoir . It is the purpose of this assessment to identify the
spill and to analyze its impact, if any, on the Beebe Draw Farms
property.
SECTION E. OTHER HAZARDOUS SPILLS
There have been other reported spills in the area and these
spills were, mostly, insignificant. A review of the records of a
total of 35 spills reported to the Environmental Protection
Agency (EPA) since 1977 was a part of this investigation. As a
result of this review, RMS has concluded that none of these
spills had any environmental impact on the Beebe Draw Farm
property.
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
(PAGE 11 OF 12)
SECTION F. ADJOINING PROPERTIES AND BOUNDARIES
At the Northwest edge of the property there is a large
ii farm/ranch which can be designated as the "Ludwig Ranch. " This
1_ ranch is located at the intersection of Weld County Roads No. 38
and 39 . An investigation of this property and a visual
1. inspection of the boundary separating the Ludwig Ranch from the
Beebe Draw Farms did not disclose any possible environmental
concerns .
An inspection of the Platte Valley Canal did not reveal any
evidence of environmental concern. There was no unusual
discoloration of the bottom or the sides of the canal or in any
standing or flowing water .
An investigation of other surrounding properties did not
cause any suspicion that there might be any environmental threat
to the Beebe Draw Farms . The usage of these surrounding
properties are for, primarily, farming/ranching and gas wells .
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SECTION G. SUMMARY OF FINDINGS AND CONCLUSIONS.
Based on this investigation and the findings RMS presents
the following summary and conclusions:
These is not a great likelihood that the site has been
contaminated by the condensate spill on the Aristocrat Angus
Ranch across the Platte Valley Canal . However, in view of the
fact that Machii-Ross is currently renewing investigation as to
the extent of the spill, this action and the ultimate conclusion
[ and subsequent action taken, when available, should be obtained
for future reference.
The site itself could almost be termed pristine except for
the presence of the gas wells, piping and separation stations .
There is no evidence, within the scope of this
investigation, that any contamination of this site has occurred
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I5BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
LPHASE 1
(PAGE 12 OF 12)
through the activity surrounding the drilling for gas .
t Further, there is no indication based on the nature,
L strength and quality of the information collected, within the
scope of this investigation, that this site has been contaminated
by any other source.
If any interested party wishes to discuss this ESA please
feel free to write to the attention of Marvin H. Estes, Risk
Management Services, Inc. , 3705 Kipling Street, Suite 201, Wheat
Ridge, Colorado, 80033, or call ( 303)422-4542. The FAX is
( 303 ) 425-4150 .
RISK MANAGMENT SERVICES, INC.
W if. BA
Marvin H. Estes
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BEEBE DRAW FARMS
ENVIRONMENTAL SITE ASSESSMENT
PHASE 1
r
APPENDIX "A"
DOCUMENTS :
- TITLE OWNERSHIP AND TRANSFERS
- BEEBE FARMS LEGAL DESCRIPTION
- ENVIRONMENTAL DATABASE MAP - SEARCH AREA
OF REPORTED SPILLS
CORRESPONDENCE:
- INDUSTRIAL COMPLIANCE DECEMBER 19, 1991,
CORRECTIVE ACTION PLAN (CAP)
- COLORADO DEPARTMENT OF HEALTH, JANUARY 21, 1992,
�rt RESPONSE AND REFUSAL OF CAP
- BARTON, KLUGMAN & OETTING, JULY 11, 1994
REQUEST FOR PERMISSION FOR ACCESS TO PROPERTY
IT
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INDEPENDENT TITLE SERVICES, INC
842 E. 18th Avenue
Denver, Colorado 80218
FIFTY YEAR OWNERSHIP CHAIN REPORT
Prepared for: Risk Management Services, Inc.
ITS#: RMS-1911
Ordered by: Marvin Estes Date: 07/19/94
Project#:
SUBJECT PROPERTY.
The following desribed lands less and except those lands owned by parties other than Aristocrat Angus
Ranch, Beebe Draw Farms,Ltd., Beebe Land Company, Ltd. or Beebe Draw Cattle Company.
Townshio 3 North. Ranee 6 West. 6th P.M. Township 4 North. Ranee 65 West. 6th P M
Section 2: SE/4 lying East of Canal Section 33: SE/4
Section 3: W/2, SE/4 Section 34: SW/4
Section 4: All
Section 5: Lot 1, S/2N/2, 5/2
Section 8: All
Section 9: All
Section 19: All
Section 11: N/2, NE/4SE/4, E/2SEMSEJ4
Section 15: Strip along the West line
Section 17: All
Further, less and except those lands platted as Beebe Draw Equestrian Center from the date of the original plat to current.
= This report has been prepared for the sole use and benefit of Risk Management services, Inc.and reflects the ewnts ownership of the subject
property as could best be determined from the available sources. The Information within this report was obtained from the following indicated
asources.
County Assessor. Weld County
L .x_ County Clerk and Recorder: Weld County
Records searched through July 2, 1994.
Further, this report has been prepared based upon instruments which have not been submitted for legal validity and the Information provided
shall not be interpreted as being a title opinion, nor a guaranty of title. Independent Title Services, Inc. makes no warranty of fitness for a
particular purpose and shall be held harmless from any and all claims the arise as a result of the information provided. Any liability on the
part of Independent Title Services,inc. is limited tot cost of preparati n of his document.
lndopend:nt'dle S: ces, Inc.
VF'Iv r m',GReFYSCIoNAI I,1NF)SR Rv1CPS Tn Tiff;VPTROI P(R4 MFWTNO WHIPROUkR:MTA1 Ann PAWING NN rcT(t rpc
FIFTY YEAR DEED CHAIN REPORT
Tim Ds2.1i Bsant, RAM Grantor Cryan'. Remarks
WD 768 448,294 12/1/24 Frank Mahon W. L.Carroll Section 8: W2
12/2/24 _
Pat 668 461,483 8/9/24 U.S.A. Neil M.Lockhart Section 8: E2
5/18/25
27 --- m ■ Ca..ou
WI) 827 517,415 7/25i�r Elsie A. Tura:,r Section III $\- _
7125/27 W2NW,NENW
WI) 903 606,808 4/19/27 Charles A. Macomber and Mary E. W.L Carroll Section 4: E2
12/3/30 Macomber Section 9: E2
Deed 894 271 4/15/30 Rowland W.Bailey Estate W.L.Carroll Section 10: SW4
5/3/30 Section 15: W2
WD 989 233 2/18/36 Henry Bath,Sr. , August and Louise W.L. Carroll Section 9: W2
2/25/36 C. Bath
WD 1,034 269 12/25/38 Fred W.Bailey Albert S.Brooks Section 2: SE4
12/5/38 _
Pat 1,075 317 11/28/21 U.S.A. Christina L.Bohlender Section 10: W2NE,SENE,
2/28/41 NENW
WI) 1,075 312 2/27/41 Jacob Bohlender Dave G. Bohlender,Robert H. TIN-R65W
2/28/41 Bohlender,Henry D.Bohlender and Section 3: W2, SE4
Carl A.Bohlender as Bohlender Section 11: N2,NESE,
Brothers E2SESE
Section 17: All
T4N-R65W
Section 33: SE,E2SW
Section 34: SW
WI) 1,080 57 6/6/41 George Pinsch Dave G.Bohlender Section 10: E2SE
6/6/41
WD 1,083 201.8/19/41 Albert S.Brooks Bolilender Brothers Section 2: SE4
8/28/41
Treas. 1,107 54 3/13/43 Weld County W.L Carroll Section 4: SW4
Deed 3/15/43
Deed 1,122 208 11/30/43 ,Weld County ITN Alpha Corporation and W. L. Section 5: Lot 1,S2N2, Si
I l 12/2/43 1 jCarroll
Page t
J__.t Title Service.. Inc.-812 E 18th Avenue, netwee, CO 80218-13031860-0755
irruryeRuen. ,.�.� Services, . .-
FIFTY YEAR DEED CHAIN REPORT
ixuE Batik Rersnt. pale Grantor Granter Bemarkk
WD 1,139 615 1/11/44 Federal Farm Mortgage Corp. W.L. Carroll Section 4: N2NW4
v 8128/44
n:
QCD 1,159 317 1/22/45 The Alpha Corporation W L. Carroll Section 5: Lot 1, 52N2,S2
f 8/11/45
1,1861 45 8/8/46 Neil M I nckhart Dave Bohlender Section 8: E2
III onnrdc
• 'lti L•J.'SV
QCD 1,204 269 5/9/47 Barnard Houtchens Dave G.Bohlender Section 8: E/2
52147
QCD 1,204 268 5/9/47 Dave G. Bohlender Barnard Houtchens Section 8: E/2
52147
WI) 1,204 271 5/9147 W. L. Carroll Dave G.Bohlender Section 8: NW4
52147 Section 9: SW4
1VD 1,204 272 5/9/47 Dave G.Bohlender W.L. Carroll Section 8: NE4
52147
WD 1,204 270 5/9/47 Katherine Bohlendcr W.L. Carroll Section 4: S2NW4
5/21/47
3 WD 1,204 273 4/13/47 Christine Bohlender W.L. Carroll Section 4: S2NW4
I 5/21/47
WI) 1,302 302 5/4/51 William L. Carroll,aka W.L. Dave G. Bohlender,Robert H. Section 4: All
w 5/8/51 Carroll Bohlender,Henry D.Bohlender and Section 5: Lot 1,S2N2,82
Carl A.Bohlender - Section 8: N2
1- Section 9: N2, SE'S
Section 10: SWNE,W2NW,
w NENW, SW
w Section 15: W2
w ,WD 665 1,586,808 3/30/72 Bohlender Brothers,a co-partnership Aristocrat Angus Ranch, a Subject Lands
z 4/3/72 Carl A.Bohlender,David G. partnership
Bohlender,Robert M.Bohlender,
in Henry D. Bohlender and Christina A.
jii Bohlender
a jWD 8951 1,816,52712/8/80 Aristocrat Angus Ranch Morris Burk Subject Lands
I 1 .1 j2/8/80 I I
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P-,
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Independent Title Services, Inc-342 E. 18t1- ''mate,Denver, CO 802i84303j 860-0755
FIFTY YEAR DEED CHAIN REPORT
bac Atha R sit. Pak Grantor Grate Remarks
•WD 895 1,816,530 2/8/80 Morris Burk Beebe Draw Cattle Co.,a Subject Lands
2/8/80 partnership of Morris Burk and
Scott S.McKinley
WD 964 1,887,591 3/31/82 Beebe Draw Cattle Co., a partnership Beebe Draw Cattle Company,a Subject lands
4/1/82 of Morris Burk and Scott S. Limited Partnership ,
!MrYtn1ry •
ap 1,097 2,037,657 12/31/85 Beebe Draw Land Company,Ltd. Beebe Draw Farm and Equestrian Metes and Bounds tract in
Center Sections 4,5,8,9,10,15 and
17.
WD 1,117 2,058,745 11/8/85 Beebe Draw Land Company,Ltd. Nicolas B. Garcia Section 4: E2SWNW,
6/26/86 and Beebe Draw Cattle Company W2SENW
WD 1,117 2,058,746 11/8/85 Beebe Draw Land Company,Ltd. James W. Fell Section 4: Tract in
6/26/86 and Beebe Draw Cattle Company NWNW
WD 1,117 2,058,747 11/8/85 Beebe Draw Land Company,Ltd. Morris Burk Section 4: Tract in NENW
6/26/86 and Beebe Draw Cattle Company
QCD 1,117 2,058,748 11/8/85 Beebe Draw Land Co.,Ltd William W.PoIeson Tract in Section 5
6/26/82
WD 1,117 2,058,749 11/8/85 Beebe Draw Land Company,Ltd. Thomas A.Burk Section 4: Tract in S2SW
6/26/86 and Beebe Draw Cattle Company
WD I,117 2,058,750 11/8/85 Beebe Draw Land Company,Ltd. Alex E.Clark Section 4: Tract in N2S W
6/26/86 and Beebe Draw Cattle Company - '
WD 1,118 2,059,669 5/2W86 Beebe Draw Cattle Company Beebe Draw Land Company,Ltd. Metes and Bounds tract in
7/3/86 Sections 4,5,8,9,10,15 and
17.
QCD 1,201 2,147,144 6/21/88 William W. Ploeson Beebe Draw Land Co., Ltd. Tract in Section 5
7/6/88
{WD 1,201 2,147,158 7/5/88 Beebe Draw Cattle Company,a Aristocrat Angus Ranch,a Colorado Subject Lands less and
7/6/88 Limited Partnership General Partnership except metes and bounds
tracts comprising the Beebe
Draw Farm and Equestrian
ICenter
WD 1,201 t 2,147,382 7/6/83 Nicolas B. Garcia Beebe Draw Land Company-Ltd. Section 4• E2SWNW, ,
7/8/88 I W2SENW
Page 3
Independent Title Services,inc.-842 E. 18th Avenue,Denver, CO 80218-(303) 860-0755
FIFTY YEAR DEED CHAIN REPORT
lute Bak Rescpt. Bak Grantor Grants Rematk1
QCD 1,201 2,147,383 7/6/88 Beebe Draw Cattle Company Beebe Draw Land Company,Ltd. Section 4: E2SWNW,
to 7/8/88 W2SENW
s -
QCD 1,204 2,150,303 8/1/88 Beebe Draw Cattle Company Beebe Draw Land Company,Ltd. Metes and Bounds tract in
i 8/3/88 Sections 4,5,8,9,10,15 and
1 • .17 less Beeb Draw
Equestrian Center Sub.
QCD 1,204 2,150,309 6/17/88 James W.Fell Beebe Draw Land Company,Ltd. Section 4: Tract in
8/3/88 NWNW
QCD 1,204 2,150,310 6/20/88 Thomas A.Burk Beebe Draw Land Company,Ltd. Section 4: Tract in S2SW
8/3/88
QCD 1,204 2,150,311 6/22/88 Alex E Clark Beebe Draw Land Company,Ltd. Section 4: Tract in 1 2SW
8/3/88
QCD 1,204 2,150,313 8/1/88 Beebe Draw Land Company,Ltd. Beebe Draw Farms,Ltd. Metes and Bounds tract in
8/3/88 Sections 4,5,8,9,10,15 and
17 less Beeb Draw
Equestrian Center Sub.
Map 1,233 2,180,622 5/24/89 Beebe Draw Land Company,Ltd. Replat of 1st Filing of Beebe Draw Metes and Bounds tract in
Farm and Equestrian Center Sections 4,5,8,9,10,15 and
17.
WD 1,256 2,206,035 1/13/90 Beebe Draw Cattle Company,a Aristocrat Angus Ranch,a Colorado Subject Lands less and
w 2/23/90 Limited Partnership General Partnership • except metes and bounds
tracts comprising the Beebe
Draw Farm and Equestrian
Center
QCD 1,371 2,322,592 2/17/93 Alex E.Clark Beebe Draw Farms,Ltd. Section 4: NE4NW4
1-1 2/22/93
a QCD 1,372 2,323,983 2/17/93 David B.Patson Beebe Draw Farms,Ltd. Section 4: NE4NW4
3/4/93
n -
r T,__
ay
Independent Title Services, Inc.-842 E. 18th,_ enue, Denver, CO 80218-1303) 860-0715
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CARPENTER & KLATSKIN, P. C.
ATTORNEYS AT LAW
1500 DENVER CLUB BUILDING
WILLIS V.CARPENTER 518 SEVENTEENTH STREET `ELF PIO NE
ANDREW S.MLATSNIN DENVER,COLORADO 80202 13331 534-6315
JUDITH C.MCNERNT
T ELECC PIER
MAX. MINNIG.JR. June 13, 1994 (333) 534-0514
Mr. Marvin Estes
Risk Management Services, Inc.
3705 Kipling, #201
Wheat Ridge, Colorado 80033
Re: Investors Limited
Liability Company
Dear Mr. Estes:
Jim Fell asked us to send you a copy of the legal
description used in the foreclosure of the Beebe Draw Farms
property in Weld County, and it is enclosed.
Please let us know if there is anything else you
require.
Very truly yours,
Holly Ho ng
Legal As istant
HSH:her
Enclosures,
cc: Mr. Jim Fell
3 1432 REC 02379633 03/22/94 15: 33 $70 .00 3/014
F 1931 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
A tract of land located in Sections 3, 4, 5. 8, 9, 10. 15, 16, and 17,
Township 3 North. Range 65 West of the Sixth Principal Meridian, Weld
County. Colorado, being more particularly described as follows:
Beginning at the Southeast Corner of said Section 16 and considering the
South line of said Section 16 to bear S 89' 27' 03' W with all bearings
herein being relative thereto;
Thence along the South line of said Section 16, S 89' 27' 03' W. 5139.13
•
feet to the Southeast Corner of said Section 17;
Thence along the South line of said Section 17, S 89' 33' 00' W, 5326.46
feet to the Southwest Corner of said Section 17;
Thence along the West line of said Section 17, N 00' 29' 57' W, 5259.91 feet
to the Northwest Corner of said Section 17;
Thence along the West line of said Section 8, N 00' 09' 35' W, 5292.39 feet
to the Northwest Corner of said Section 8;
Thence along the West line of said Section 5, M 00' 24' 57' W, 3961.69 feet
-to the Southwest Corner of the North Half of the Northwest-Quarter of said
Section 5;
Thence along the South line of said North Half of the Northwest Quarter of
Section 5 N 89' 44' 30' E, 2631.54 feet to the Southeast Corner of the North
Half of the Northwest Quarter of said Section 5;
Thence along the South line of the Northwest Quarter of the Northeast
Quarter of said Section 5 M 89' 44' 27' E. 1331.63 feet to the Southeast -
Corner of the Northwest Quarter of the Northeast Quarter of said Section 5;.
. . •— Thence along the East line of the Northwest quarter of the Northeast Quarter
of said Section 5 N 00' 38' 12' W. 1325.38 feet to the Northeast Corner of
the Northwest Quarter of the Northeast Quarter of said Section 5;
•
Thence along the North line of said Section 5. M 89' 40' 15' E. 1333.51 feet
to the Northeast Corner of said Section 5; -
Thence along the Worth line of said Section 4. M 89' 35' 05' E. 3438.49 feet
" to the Point of Intersection of the North Line of said Section 4 with the •
centerline of the Platte Valley Canal ;
Page 1 of 12
•
EXHIBIT A
B 1432 REC: 02379633 03/22/94 15 : 33 $70 .00 4/014
F 1932 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
Thence S 40' 04' 03' E. 16.81 feet;
Thence along the centerline of the Platte Valley Canal as recorded in Book
1062, Reception No. 02008616 of the Weld County Records, by the following 25
Courses:
•
1 - S 10' 09' 07' Y, 45.49 feet;
2 - $ 27' 01 ' 47' Y. 281.98 feet;
3 - S 35' 02" 43' W, 129.95 feet;
4 - $ 46' 24' 26' N, 113.95 feet;
5 - S 67' 56" 02' W, 114.41 feet;
6 - 158.51 feet along the arc of a curve to the left, having a central
angle of 43' 14' 52' and a radius of 210.00 feet, and a long chord that
bears S 46' 18' 36' W, 154.78 feet;
7 - $ 24' 41' 10' M, 39.72 feet;
8 - 252.45 feet along the arc of a curve to the left, having a central
angle of 68' 10' 08' and a radius of 217.23 feet, and a long chord
that bears $ 09' 23' 54' E, 243.48 feet; •
•
9 - 5 43' 28' S8' E, 159.97 feet;
•
10 - 69.50 feet along the arc of a curve to the right, having a central
angle of 48' 38' 11', and a radius of 81.88 feet. and a long chord that
bears S 19' 09' 53' E. 67.43 feet;
11 - S 05' 09' 12' N, 19.20 Teet;' " . ' -- . . - .. - --
12 - 117.95 feet along the arc of a curve to the right. having a central
angle of 25' 54' 10', and a radius of 206.90 feet, and a long chord
. that bears S 18' 06' 17' W. 116.95 feet;
13 - S 31'0:1' 22' if, 130.58 feet;
14 - $ 09' 40' 40' W, 95.26 feet;
15 - $ 03' 11' 43' E. 116.07 feet;
16 - 114.85 feet along the arc of a curve to the left, having a central
angle of 36. 30' 36'. and a radius of 180.24 feet. and a long chord
that bears 5 21' 27' 01' E, 112.92 feet;
Page 2 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 . 00 5/014
F 1933 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
17 - S 39' 42' 18' E. 116.57 feet;
18 - 90.93 feet along the arc of a curve to the left, having a central
angle of 45' 22' 31'. and a radius of 114.82 feet, and a long chord
that bears S 62' 23' 34' E, 88.57 feet;
19 - S 85' 04' 50' E. 170.71 feet; •
20 - 151.01 feet along the arc of a curve to the right, having a central
angle of 68' 29' 30" and a radius of 126.33 feet. and a long chord
that bears S 50' 50' 04' E. 142.18 feet;
21 - S 16' 35' 19' E. 120.95 feet;
22 - 196.66 feet along the arc of a curve to the right. having a central
angle of 25' 35' 07' and a radius of 440.41 feet. and a long chord
that bears S 03' 47' 46' E. 195.04 feet;
23 - S 08' 59' 4,8' W. 101.24 feet;
24 - 251.82 feet alone the arc of a curve to the left, having a central
angle of 59' 32' 10', a radius of 242.34 feet, and a long chord that
bears S 20' 46' 16' E, 240.64 feet;
25 - S 50'.32' 21' E. 97.59 feet; •
Thence M 89' 31' 39' E. 2111.76 feet;
Thence N 17" 52' 53' W. 380.92 feet;
Thence N 89" 31' 39' E, 337.87 feet;
{ Thence N 00' 28' 21' W. 150.00 feet;
Thence N 89' 31' 39' E. 1867.95 feet;
Thence S 00. 14' 30' W. 680:87 feet;
Thence S 88' 49' 23' E, 78.63 feet;
Thence S 12' 49' 39' E. 29.72 feet;
Thence S 77' 10' 18' W. 30.00 feet;
Thence S 12' 49' 43' E. 30.00 feet;
Thence N 77' 1n' 18' E. 30.00 feet:
Page 3 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 .00 6/014
F 1934 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO , CO
: Thence S 12' 49' 56' E. 14.14 feet;
Thence S 19' 2'.8' 28' E. 608.59 feet;
Thence S 43' 52' 15' E, 959.19 feet;
Thence S 11' 49' 10' E, 159.59 feet;
Thence S 60' 06' 36' E, 1097.85 feet;
Thence S 22' i1' 13' E, 2189.07 feet;
Thence S 17' 55' 41' W. 814.01 felt to a point on the north line of a tract
of landd as
Thence alonaok said68 norther linecbytion the followiing654 of
courses:
1 - S 38' 04' 26' W. 66.71 feet;
2 - S 70' 24' 28' W, 210.50 feet;
3 - N 65' 42' 40' W. 1366.02 feet;
4 - N 44' 48' 50' W, 1115.90 feet;
5 - S 71' 2.0' 00' W. 138.08 feet;
Thence S 71' 20' 00' W. 540.88 feet;
Thence S 43' 34' 00' E. 318.00 feet;
Thence S 16' 14' 00' E. 175.00 feet;
Thence S 00' 40' 00' E. 380.00 feet;
Thence S 27' 02' 02' W. 73.00 feet;
Thence N 65' 16' 00' W. 155.00 feet;
Thence N 56' 09' 00' W, 462.00 feet;
Thence N 68" 5a' 00' M. 256.00 feet;
Thence S 31" 13' 00' W. 248.00 feet;
Thence S 80" 26' 00' W, 196.00 feet;
Page 4 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 . 00 7/014
F 1935 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
Thence N 65' 07' 00" W. 214.52 feet to a point on the east boundary of a
tract of land described in Exhibit 'A', Book 1068, Reception No. 02008614 of
the Weld County Records; Thence along said east boundary by the following
13 courses:
1 - N 29' 11' 51' K, 43.34 feet;
2 - N 35' 35' 04' K, 285.27 feet;
3 - N 69' 49' 46' W, 57.20 feet; •
4 - N 34' 41' 43' K, 94.87 feet;
5 - N 40' 48' 08' E. 154.56 feet;
6 - N 72' 48' 51' E, 101.53 feet;
7 - N 31' 54' 29' E. 62.43 feet;
8 - N 17' 31' 32' E, 59.77 feet;
9 - N 20' 04' 17' K, 110.72 feet;
10 - M 07' 06' 02' K, 291.23 feet;
11 - N 11' 50' 01' K, 107.28 feet;
12 - N 33' S4' 04' K, 150.60 feet;
•
13 - N 07' 02' 17' K, 163.23 feet to a point on the east boundary of a
tract of land described in Exhibit 'B', look 1068, Reception No. 02008614 of
the Weld County Records; Thence along said east boundary. and alone the
northerly and a portion of the westerly boundary of said tract of land by
the 'following 56 courses: . ' - — _ _.. . _. .
1 - N 36' 47' 35' E, 143.90 feet;
•
2 - M 57' 06' 34' W, 102.50 feet;
•
3 - N 65' 59' 14' K, 50.60 feet;
•
4 - N 69' 22' 13' K, 50.23 feet;
•
5 - N 71' 52' 38' V. 50.07 feet;
6 - N 74' 30' 37' K, 50.00 feet;
7 - N 77' 01' 49' W, 50.04 feet;
Page 5 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 . 00 8/014
F 1936 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
8 - N 79' 52' 59' W. 50.19 feet;
9 - N 78' 58' 20' V, 50.13 feet;
in - N 77' 22' 24' W, •Sn.05 feet;
11 - N 75' 18' 44' W. 50.00 feet;
•
12 - N 73' 56' 14' W. 50.01 feet;
13 - N 75' 59' 59' W. 50.01 feet;
14 - N 78' 03' 33' W. 50.08 feet;
15 - N 77' 49' 51' W, 50.07 feet;
16 - N 78' 30' 57' W. 50.10 feet;
17 - N 88' 50' 24' W, 75.38 feet;
13 - N 27' 27' 03' W, 141.80 feet to a point on the south line of said
Section 3; .
19 - N 27' 27' 03"W. 64.51 feet;
•20 - N 38" 44' 16' W. 50.00 feet to a point on the east line of said
Section 4;
21 - N 3A" 44' 16' W. 20.57 feet;
22 - N 37" 14' 56' W, 50.03 feet;
23 - N 38' 51' 09' W. 50.00 feet;, _ .
24 - N 39' 46' 09' W, 50.00 feet;
25 - N 38' 18' 17' W, 39.87 feet;
26 - N 11' 21' 47' W. 28.76 feet;
27 - N 10' 11' 15' W. 100.03 feet;
28 - N 11' 06' 14' W. 50.00 feet;
29 - N 10' 11' 15' W. 50.01 feet; .
30 - N 09' 43' 45' W, 50.02 feet;
Page 6 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 . 00 9/014
F 1937 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
31 - N 09' 16' 18" W. 50.04 feet;
32 - N 11' 47' 29' W, 50.00 feet;
33 - N 15' 27' 08' W, 50.12 feet;
34 - N 17' 02' 45' W, 100.46 feet;
•
35 - N 88' 04' 22"_W, 8.11 feet;
36 - N 55' 06' 47' W, 68.88 feet;
37 - N 28' 02' 02' W. 24.62 feet;
38 - N 01' 59' 49' E, 64.86 feet;
39 - N 24' 17' 59' W, 51.56 feet;
40 - N 34' 33' 13' W, 50.12 feet;
41 - N 38' 25' 37' W, 50.00 feet;
42 - N 42' 33' 43" W, 50.13 feet; •
43 - N 61' 52' 04' W, 76.22 feet;
.44 - N 89' 17' 02' E, 139.17 feet;
45 - N 03" 45' 51' W, 390.32 feet;
46 - N 7n" 52' 01' W, 116.11 feet;
47 - N 72' 17' 16" W. 122.30 felt;
48 - N 55' 39' 25' W. 181.68 feet
49 - N 31' 18' 35' W. 1063.87 feet;
50 - S 58' 31' 52' W. 57,39 feet;
51 - S 31' 28' 08' E. 492.16 feet; •
52 - S 30' 42' 10' E. 31.11 feet;
. 53 - 5 10' 25' 09' E. 63.38 feet;
54 - 68.62 feet along the arc of a curve to the left, having a central
angle of'23' 19' 57', a radius of 168.50 feet, and a long chord that bears
south 22" „05' 08' E. 68.14 feet;
Page 7 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 . 00 10/014 F 1938 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, co
55 - S 33' 45' 06' E. 92.28 feet;
56 - S 38' 27' 03' E. 30.14 feet; •
Thence S 51' 32' 58' W, 98.00 feet to a point on the west boundary of a
tract of land described in Exhibit 'A' , Book 1068, Reception No. 02008614 of
the Weld County Records; Thence along said west boundary by the following 58
courses:
1 - S 00' 23' 32' E, 177.92 feet;
2 - S 10' 18' 17' E. 78.26 feet;
3 - S 30' 46' 13' E, 152.46 feet;
•
4 - S 47' 56' OAS' E, 110.45 feet;
• 5 - S 64' 54' 59' E, 51.89 feet;
6 - S 33' 41' 24' E, 43.27 feet;
7 - $ 65' 27' 44' E, 50.57 feet;
8 - S 19' 58' 59' E. 58.52 feet;
9 - N 72' 38' 46' W, 16.76 feet;
10 - N 30' 27' 5A' W, 39.45 feet;
11 - S 66' 48' 05' W, 53.31 feet; . •
12 - S 37' SA' 1%' W, 52.01 feet;
13 - S 01' 53' 36' W. 121.07 feet;
14 - S 19' 17' 24' W, 63.57 feet;
15 - S 06' or 48' W. 65.38.feet;
16 - S 33' 32' 10' E, 103.17 feet;
17 - 5 55' 05' 51' E. 52.43 feet;
18 - S 76' 52' 47' E. 136.57 feet;
19 - S 67' 47' 47' E. 52.92 feet;
Page 8 of 3.2
B 1432 REC: 02379633 03/22/94 15 : 33 $70 . 00 11/014
F 1939 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
20 - S 31' 54' 29' E. 62.43 feet;
21 - S 12' 12' 02" E, 75.71 feet;
22 - S 15' 36' 40' E. 70.60 feet;
23 - S 00' 46' 46' E. 147.01 feet;
24 - S 40' 38' 56' E. 130.48 feet;
25 - S 04' 53' 57' E, 70.26 feet;
26 - S 24' 20' 28' W. 46.10 feet;
, 27 - S 13' 34' 14' E, 59.67 feet;
28 - S 35' 26' 24' E, 118.59 feet to a point on the south line of said
Section 4;
29 - S 35' 24' 24' E, 17.65 feet;
30 - S 49' 59' 37' E, 73.11 feet;
31 - S 83' 07' 06' .8, 58.42 feet;
32 - S 65' 05' 43' E, 92.61 feet;
33 - S 58' 24' 46' E, 69.35 feet;
•
34 - S 36' 36' 25' E, 43.60 feet;
35 - S 246_34..026.E, 38.48.feet;
36 - S 40' 21' 52' E, 105.00 feet;
37 - S 63' 26' 06' E, 36.45 feet to a point on the east line of said
Section 9;
38 - $ 63' 26' 06' E, 37.34 feet;
39 - S 10' 42' 47' E, 112.97 feet;
40 - S 35' 26' 45' E, 144.84 feet;
Page 9 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 . 00 12/014
F 1940 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
41 - S 52' 48' 55' E. 145.60 feet;
42 - S 67' 46' 30' E, 100.46 feet;
43 - s 53' 14' 47' E, 98.60 feet; .
44 - S 36' 35' 28' E. 82.20 feet;
45 - S 28' 18' 03'.E, 59.06 feet;
46 - S 52' 31' 26' W, 37.80 feet;
47 - S 30' 03' 16' W, 183.70 feet;
48 - S 04' 58' 11' E. 46.17 feet;
49 - S 25' 58' 28' W, 86.76 feet;
50 - S 06' 03' 15' E. 66.37 feet;
51 - S 25' 51' 59' E. 110.02 feet;
52 - S 07' 28' 51'.W. 99.85 feet;
53 - S 31' 16' 29' E. 157.95 feet;
54 - S 18' 26' 06' E. 139.14 feet;
55 - S 40' 20' 48' 1, 122.02 feet;
56 - S 24' 26' 38' E. 48.33 feet;
57 - S 044- 21'. 25° E. 105.30 feet; -
58 - S 29' 30' 41' E, 174.35 feet to a point on the east boundary of a
tract of land described in Book 1068, Reception No. 02008615 of the Weld
County Records; Thence along said east boundary by the following 6 courses..
. 1 - S 37' 11' 26' E. 96.99 feet;
2 - S 52' 03' 11' E. 69.68 feet;
3 - S 55' 31' 12' E, 148.65 feet;
4 - 5 16' 11' 37' E. 138.93 feet;
Page 10 of 12
B 1432 REC 02379633 03/22/94 15 : 33 $70 . 00 13/014
F 1941 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO
S - S 42' 52' 31' E. 177.69 feet;
6 - S 25' 09' 42' E, 48.21 feet;
Thence S 25' 09' 43' E. 106.90 feet;
Thence S 24' 47' 31' E, 180.70 feet ;
Thence S 36' 43' 59' .E, 1`6.03 feet;
Thence S 25' 08' 23' W, 111.15 feet;
Thence S 02" 01' 55' E. 227.19 feet;
Thence S 27" 01' 04' E, 93.92 feet;
Thence S 13" 36' 48' E. 101.31 feet;
Thence 5 24" 32' 47' E. 116.37 feet;
Thence S 06' 37' 27' E, 234.27 feet;
Thence $ .07"' 03' 43' .W, 151,41 feet;
Thence S 14" 47' 42' W. 113.31 feet;
Thence $ 05" 07' 42' W, 157.19 feet;
Thence S 17' 56' 26' W. 90.47 feet;
Thence S 42" 18' 14' W. 134.52 fett;
Thence S 19' 19' 41' W. 263.66 feet; •
_ Thence S 30' 21' 06' W, 184.39 Teet; .. • 4 . _- -
Thence 5 51' 40' 58' W. 105.15 feet;
Thence S 79' 43' 10' W, 714.61 feet;
•
Thence S 24' 52' 12' W, 224.67 feet;
Thence S 07' 13' 57' C, 10.72 feet to a point on the North Line of said
Section 15; •
Thence along said North line of Section 15 N 89' 28' 21' C. 64.09 feet;
Thence S 00' 41' 51' E, 5264.17 feet to a point on the South Line of said
Section 15;;.
Page 11 of 12
B 1.432 REC 02379633 03/22/94 15 : 33 $70 . 14/014
F 1942
. MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO , CC)
thence along said South line of said Section 15
S89.48 ' 56'W, 358.01 feet to the TRUE POINT OF BEGINNING;
including that portion thereof platted as BEEBE DRAW FARMS
AND EQUESTRIAN CENTER, FIRST FILING under Revised Plat and
Dedication recorded April 12, 1988 in Bcok 1192 as
Reception No. 2137453,
together with the rights of Grantor as Purchase? under
Certificate of Purchase No. S-571 with The State of
Colorado dated May 21, 1984 and recorded July 26, 1984 •
in Book 1038 as Reception No. 01975458, as to Section 16,
Township 3 North, Range 65 West of the Sixth Principal
Meridian, Weld County, Colorado.
*as evidenced by assignment recorded August 16, 1988 in
Book 1205 as Reception No. 02151603 in the records of
Weld County, Colorado
N l _ + ' v . . -
t Apit cr9,11
ii
. .
Q.RPfNiEE &KU15xlN.Pl..
Page 12 of 12
ENVIRONMENTAL DATABASE, INC.
0 7061 S. University Blvd.• Suite 300
Littleton,Colorado 80122
(303)794-8389. 1.800-982-4627• Fax (303) 794-0049
June 24, 1994
Mr. Marvin Estes
Risk Management Services, Inc.
3705 Kipling Street
Wheatridge, CO 80033
RE: Client PO No. - None Given
Client Job No. - None Given
EDI Project No. - 7031
Dear Mr. Estes:
EDI is pleased to submit the attached Customized data search including one map for the following
property:
Beebe Draw Farms
Weld County, CO
Please call me at (303) 794-8389 or (800) 982-4627 if you have any further questions or comments.
Sincerely,
1S .
Administrator, Reporting
cc:file
This report is in no way to be taken as a declaration of the legal status of any
property herein mentioned.
The information contained in this report has been gathered from government
sources and was the latest available to us at compilation time. While every
reasonable attempt has been made to ensure the accuracy of the information
contained herein; it is understood that we cannot guarantee the accuracy of the
information from the original sources, nor can we guarantee that no
transcription or plotting errors have occurred.
For reports that contain maps it is understood that the purpose of these maps is
to give the user a "working approximation" of the positions of reported site
locations. Due to the level of accuracy for both the base maps themselves and
the reported location information, these maps should not be used for purposes
more correctly served by professional surveys.
Plotting of environmental information on our maps is dependent in part, on the
accuracy of the street grid as represented in our map files. Should the client
suspect the existence of, or during the field inspection should the client
encounter, streets that are not shown on our maps, this should be brought to
our attention to further improve the accuracy of the information contained in
this report.
It is to be understood that the publishers of this report are not engaged in
rendering legal, accounting or other expert professional service. The proper
use to which this information should be put is best determined by the
purchaser.
Environmental Database, Inc.
DATABASE REFERENCE SHEET
EPA INFORMATION SYSTEMS
NPL/Superfundl Sites: National Priority Listing Sites - those sites
that pose an immediate public health hazard and immediate (cleanup)
response is necessary. EPA (Environmental Protection Agency)
database. Also found in CERCLA.
NPL/Superfund Potentially Responsible Parties: Potentially Responsible
Parties (PRP's) are individuals, businesses, municipalities, and other
entities that have been identified by the EPA as being potentially
liable to help fund (or repay) environmental cleanup costs.
Civil Enforcement Docket: EPA information system used to track oLvil
judicial cases against PRP's and other entities.
CERCLA Sites: EPA database that tracks the sites found on the CERCLI .
data system (Comprehensive Environmental Response, Compensation and
Liability Information System) . These usually abandoned/inactive
hazardous waste sites are under review to determine the extent of the
public health hazard.
SARA III TRIS Facilities: Also known as SARA Title 3 Facilities.
SARA = Superfund Amendments and Reauthorization Act. Also references.
as Emergency Planning and Community Right-To-Know Act Section 313 Form
R reporting. These facilities have at least 10 full-time employees,
and either use, manufacture, import, and/or process any one of the
toxic chemicals referenced in 40 CFR 372 Subpart D. EPA database.
Hazardous Material Spills: The EPA maintains the Emergency Response
Notification System (ERNS) that is the information repository housinc:
information on Hazardous Spills nationwide. This information
repository is based on reports filed by local agencies such as f .re &
police; County agencies; State entities; and Federal agencies such ae
the Coast. Guard and the National Response Center and the EPA as well .
RCRA Corrective Action: These facilities permitted under RCRA
(Resource Conservation and Recovery Act) to handle hazardous waste
have been found to have waste handling problems. The facilities are
undergoing Corrective Action Activities to correct the problems and
resume normal. operations. EPA database.
RCRA D Landfills: These are landfills that have accepted hazardous
waste during their operation. These landfills can be currently
operating or closed. The majority of sites in this system are
inactive. EPA database.
RCRA Notifier Facilities: The source of this data comes from the EPA
RCRIS (Resource Conservation and Recovery Information System) computcr
system. These facilities have been permitted to handle hazardous
waste as defined in the Resource Conservation and Recovery Act (RCRk .
The facility types found in RCRIS are -
Large Quantity Generators: generate more than 1000 kg hazardous
waste/month, or > 1 kg acutely hazardous waste/calendar month. or
COMMENTS & MAP'STATUS EXPLANATIONS
COMMENTS:
1. The State uses the EPA CERCLIS for the State Superfunds, so we have expanded
the CERCLIS to a 1 Mile search radius.
MAP STATUS EXPLANATIONS:
IN SEARCH AREA - SITE MAPPED:
This represents a site which was mapped upon your request.
LOCATION UNKNOWN - SITE NOT MAPPED:
This represents a site which we were unable to exclude from your search area because of
insufficient address/location information. We are including this report for your reference
in case it might be in your area of investigation.
1
•
Environmental Database Inc.
DATABASE SUMMARY SHEET
IN DATE OF DATE OF'
FEDERAL DATABASES SEARCH ON SEARCH LOCATION ADVISORY AGENCY LAST
SEARCHED RADIUS SITE AREA UNKNOWN ONLY TOTALS UPDATE CONTACT
NPL 1 MILE - 0 12/14/93 05/24/94
CERCL/S 44 Mat 0 12/14/93 05/24/94
ERNS SITE ONLY 36 36 08/15/92 06/07/94
RCRAITSD's 1 MLLE 0 06/01/93 05/24/94^
RCRA/SM QTY, OzxER 600' 1 1 06/01/93 05/24/94
IN DATE OF DATE O/
STATE DATABASES SEARCH ON SEARCH LOCATION ADVISORY AGENCY LAST
SEARCHED RADIUS SITE AREA UNKNOWN ONLY TOTALS UPDATE CONTACT
Uses EPA
SUPERFUNOS I Mu.!:
GERMS 05/26/94
LANDFILLS 34 MILE 0 03/03/94 03/03/94
LUST f4 MILE 1 5 6 10/08/93 05/26/94
RUST 6W' 3 3 04/19/93 05/26/94
1
•
Environmental Database Inc.
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Beebe Draw Farms, WE: County. Colorado
- 4 Industrial Compliance
1746 Cole Blvd., Bldg. 21 #300 Golden, CO 80401 303/277-1400 FAX 303/277-1405
December 19, 1991
IC Project No. 2-3245
Mr. Larry Delin
Colorado Department of Health - UST Program
4210 East 11th Avenue
Denver, Colorado 80220
RE: Corrective Action Plan for the Aristocrat Gas Products Underground Storage
Tank Release at the 20700 Weld County Road 38 Facility in Weld County,
Colorado
Dear Mr. Delin:
Aristocrat Gas Products contracted Industrial Compliance (IC) to prepare and submit this
workplan for additional recovery well installation activities, a free-product recovery program
and an underground storage tank (UST) closure at the subject property in Weld County,
Colorado.
SCOPE OF WORK
The scope of work to complete the project is outlined in this section and is based on the
assumptions noted below. The following tasks may be completed, and you will be notified
of any variations in the scope of work. The tasks in the project scope of work are:
Recovery Well Installation
The aquifer slug tests completed on selected monitoring wells in June of 1991 indicate that a
cone of depression with an approximate 150-foot diameter will be created if a well is pumped
at a sustained rate of 5 to 10 gallons per minute (gpm). The estimated plume width is 300 to
400 feet at its widest point.
Pumping will be continued at the original recovery well RW-02 just south of the release site
as there is still free-product present in this well. The pumping of well RW-02 is in addition
to the following proposed ground water and product recovery plan.
* Install two additional recovery wells to the east and southeast of the release site in a
direct line with the ground-water flow direction (Figure 1).
* The above locations are tentative based upon existing information. Locations may
have to be moved depending upon the conditions encountered.
of E
DEC 20 1991
Dedicated to solving your environmental problems. HAZARDOUS MATERIALS
Ir AND WASTE MANAGEMENT
A Subsidiary of SP Environmental Systems, Inc. W sa
Mr. Larry Delhi. Corrective Action Plan
December 19, 1991 Page 2
* These wells will be completed using 4-inch diameter, threaded, factory-slotted PVC
casing. We will install an artificial sand pack in the slotted zone and seal this zone
with a minimum 2-foot thick bentonite seal. We will then grout the remaining.
annular space, and we will install a permanent surface seal and a locking well
protector.
* The wells will be properly developed prior to pump installation.
* This scenario provides for capturing the majority of the free-product plume along its
center line while still reducing the free-product from the source area. Please note that
large volumes of water will have to be pumped and treated to create a sufficient cone
of depression on the water table to 'capture' the greatest extent of ground water.
* IC recommends that the pump-recovery and air lines be insulated and buried die to
potential extreme temperatures during the winter months. Extreme winter weather
may temporarily shut the system down due to freezing of the lines.
Free-Product Recovery
Free-product and ground water will be pumped from all recovery wells with Ejectors System
total fluids, pneumatic, recovery pumps. The pump system will be setup to pump fluids
from the wells into the onsite separator tank. The condensate will be utilized by Aristocrat
and the water can be pumped off to another tank if desired and then reinjected to the
subsurface.
1 Additional recovery well(s) may be necessary if free product has migrated too far or spread
farther than the cone of depression created by the present recovery wells.
• A small scale product/water separation test was completed with recovered ground water and
product. This test indicated that the levels of BETX in the water after separation are all
below Federal Safe Drinking Water Act (SDWA) Maximum Contaminant Levels (MCLs). A
tank supplied by the client will be utilized to separate the free product and ground water.
Ground-Water Reinjection
The water must be returned to the subsurface through one of several possibilities.
Reinjection by surface application or infiltration gallery are the most cost-efficient methods
for reinjection.
Mr. Larry Delin Corrective Action Plan
December 19, 1991 Page 3
•
IC is presently in contact with Region VIII EPA permitting personnel in regards to
permitting for discharging the treated water back to the subsurface. If the levels of
petroleum compounds in the discharged water are below Safe Drinking Water Act (SDWA)
standards no degradation of the ground water should occur.
The discharge location of the treated water to the subsurface should be located upgradient
from the source as much as practical. This will assist in flushing residual hydrocarbons
adsorbed to the soil particles.
Due to the extreme weather conditions probable during the winter months in this area, an
infiltration gallery represents the most practical option for discharging the treated water to
the subsurface. The infiltration gallery would most likely be considered a Class V type
injection well under the EPA's definition. The EPA requires a permit or authorization by
rule for injecting treated water to the subsurface. The EPA requires daily lab analyses of the
discharged water for the first week, weekly for the first month, biweekly for the next three
months and at least monthly thereafter. There are also closure requirements under the EPA
rules which must he adhered to.
Surface application of the treated ground water may be possible during the summer months.
A National Pollution Discharge Elimination System (NPDES) permit will be required by the
State for this type of surface discharge. IC is presently working with the Colorado
Department of Health NPDES Program.
If petroleum compounds are detected above the SDWA MCLs, the separated water may have
to be treated further prior to its reinjection or surface application. Carbon filtration prior to
discharge represents the most economical option (depending on hydrocarbon levels) for
additional treatment if necessary;
All ground-water monitoring wells will be sampled on a quarterly basis for one-year from the
start-up of the recovery/treatment system. IC will prepare quarterly reports on the status of
the ground-water system. These reports will include monitoring results, free-product
thicknesses, and discharge results. The ground-water monitoring program will be
reevaluated after one year.
y
Mr. Larry Del in Corrective Action Plan
December 19, 1991 Page 4
UST Closure
A 6000-gallon, fiberglass UST will be closed in place. The subject UST is directly adjacent
to a large aboveground storage tank. Excavating to remove the UST would potentially
compromise the structural stability of the soils beneath the aboveground tank.
The tasks include the removal of overburden soils (if practical) in an attempt to gain entry to
clean the tank. Entry into the tank may not be possible due to a concrete slab in the
subsurface directly over the top of the tank.
The tank will be filled with an inert material (either sand or concrete) and capped. In
addition, IC will complete a subsurface drilling/sampling environmental assessment of the
UST area to fully delineate the extent of affected soils surrounding the UST. The assessment
will be completed in accordance with State regulations regarding USTs, specifically The
Colorado Department of Labor-Oil Inspection Section's 8.72 'Assessing the UST Site at
Closure'.
Obtain all required permits and notify appropriate agencies of the closure project. The
Colorado Oil Inspection Section (OIS) requires a minimum notification of 10 days prior to
tank closure.
Onsite project supervision of the tank closure by experienced IC personnel.
Laboratory analysis of four soil samples from the surrounding borings. The soil samples will
be analyzed for total volatile hydrocarbons (TVH) Method 8015, and Benzene, Ethylbenzene,
Toluene, and Xylenes (BETX) Method 8020.
Preparation of a report, signed by a professional geologist (as required under the State
Statutes Article :34-1-202), detailing all activities completed magnitude and extent of affected
soils, and copies of the analytical results. Recommendations for further assessment or
remediation will be included if necessary.
TIME SCHEDULE
•
The length of time required for this type of ground-water remediation project is impossible to
predict. The project length will depend on the complete extent of affected ground water that
must be remediated, the actual capture zone created by the recovery wells, and the amount of
residual petroleum that is released from the soil materials as remediation progresses. Typical
remediation projects similar to this one may be completed in as short as one lo two years or
as long as 10 to 20 years.
. j
Mr. Larry Delin Corrective Action. Plan
December 19, 1991 Page 5
Thank you for time on this matter. Please call me if you have any questions or concerns
regarding this proposal.
Respectfully submitted,
INDUSTRIAL COMPLIANCE
Scot A. Donato
UST Program Director
Senior Project Geologist
SAD/bh
attachment
cc: Charlie Hosokawa, Machii-Ross
l._J l-_.' L,' .1 .-' i i i _j i J I I I I I I I I I I I I I I II
111-08 _ - - - - � - -
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(83,45') INDUSTRIAL COMPLIANCE INC.
1746 COLE BLVD.
BLDG. 2SUITE 300
COL06'N,1 COLORADO 80401
o so no LFgENp FIGURE 3
RECENT SOIL BORING AND WELL LOCATION MAP
1 • = SOIL uORING LOCATIONS ;;ITII GROUND WATER FLOW DIRECTION
R APPROX. SCALE A = MONITOR WELL LOCATIONS I-... . ARFSTIrRAT
(83 �5') _ Rr� ATI' 'C Tr., I SITE ASSESSMENT _�
.0 hui uunI : vL ,wniLI\ itIDLL "R�A:h r�
ELEVATION IY,Y[I_yp 23245 Li aup 03/06/91
",„,,, HANDUSTRIAL C17MPLIANCE, INC,
ii1iT T u �.i:. Ir AH[.C J[4JIJ
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---, fNUUSTRIAL LVD. ANC!' INC.
1746 cols BLVD.
BLDG. 21 SUITE 900
I COLDEN, COLORADO 80401
NI FIGURE 4
0 50 IQC LEGEND I ESTIMATED FREE-PRODUCT PLUME EXTENT
A i
APPROX. SCALE = MONITOR WELLS
• = SOIL BORINGS 4n,, ARISTOCRAT
i1i r Mr,PT
I rxuic, :2 3215 lo,„ rnwi rlrbO3/06/91
I..ri,o, leusL1NDUS TRIAL COt1P.LANCE, INC.
1 , Quin..,,, , -- ,- P 11
9 i � Telefax Numbers:
Main Building/Denver
lf.i (303) 322-9076
4210 East 11th Avenue Ptarmigan Place/Denver ROY ROMER
Denver, Colorado 80220-3716 (303)320-1529 Governor
Phone (303) 320-8333 First National Bank Building/Denver
•� 4 Hazardous Materials and (303) 3554559 JOEL KOHN
� t Waste Management Division Grand Junction Office Interim Ezecuti-,'e Dii ctcr
COLORAIX) Telefax Number. (303) 331-4401 (303)248-7198
PuebDEPARTMENT 719) 5438441
( Office
OFAHEALTH (719) ---
January 21, 1992
CERTIFIED MAIL # P 860 421 17 i
Aristocrat Gas Products Company
Mr. Charlie Hosokawa
3420 Ocean Park Boulevard, Suite 3070
Santa Monica, California 90405
Re: Corrective Action Plan (CAP) submitted for Aristocrat Gas
Products, 20700 Weld County Road 38, Weld County Colorado
Dear Mr. Hosokawa:
The Colorado Health Department's Underground Storage Tank Program
has reviewed the reports and CAP submitted for the above referenced
site, and although we are in agreement with the methodology
proposed, approval of your CAP cannot be granted at this time.
We feel that the following information/modification is necessary t
consider granting approval of your corrective actions:
-The proposed locations of the additional recovery wells do not
appear adequate to intercept the ground water plume, more recovery
wells or more suitable placement locations for the wells are
necessary.
-Specify wells to be included in the monitoring program. Typical
monitoring requires a minimum of two downgradient wells be
included, quarterly analysis for a minimum of one year after
cessation of remediation, and submittal of quarterly analytical
results.
-Although pilot tests indicate discharge from the separator tank
can meet EPA. reinjection permit requirements, what method of
water treatment will be utilized if permit requirements cannot be
met?
-Please provide detail on the location of the reinjection
gallery/wells.
-Downgradient points of compliance need to be determined. These
points of compliance may be utilized as, or incorporated into, the
monitoring plan and must meet the ground water quality standards
established by the Water Quality Control Commission. The discovery
of contaminants above the limits for ground water standards will
necessitate that additional remediation be performed.
Aristocrat Gas Products
Page 2
•
Should the concerns for EPA injection permits and adequate recovery
of the contaminant plume be readily addressed, please note that
both federal and state regulations allow for corrective action
implementation prior to approval, if CDH concerns are ultimately
met.
Thank you for your cooperation in this matter, should you have any
additional questions or concerns please call Larry Delin at (303)
331-4844 .
•
Sincerely,
L
L.-
Larry elfin ott I e'Y`s C
Geologist Unit Leader
UST Program UST Program
Hazardous Materials and Hazardous Materials and
Waste Management Division Waste Management Division
cc: Scott Donato, Industrial Compliance, Inc.
RECEIVED JUL 1 3 1994
LAW OFFICES OF
BARTON, KLUGMAN SC OETTING
• ROBERT M 5 RTOu•1 RIC:'winL IIROWw• 333 SOUTH DRANO AVENUE - 3TT^ FLOOR
ROBERT M. LUOMNN• TOO V.BCCSC• CI NrH,A GA5gc)T 119`J,90OI
RICHARD..DvnND' MICHAa H.rcLDM.N• LOS ANGELES, CALIFORNIA 90071-1599
DAVID R P MOROAN• ONALD R.ST.JOHN
wiLLJAm 0,HCRz• MARK N NEWTON. TELEPHONE 213 621-4000 NGE C )0,ICE
CHARLES J.SCHurREIoER• w.O.CROWLCY ONN <IU Nt
ROBERT['JEN FISHER' NAROOT I.N^L[AY TELECOPIER 213 626-IB 32 rOo M C NSCN' IN FRI[O LR 301.LEVAIPO
Cl
Cuomo J C AND• RISTCN C.lo HICZAK HOST Off IL'C SOP iJ50
R
AIGAC.U C%ANOCR• DAVIO I AUS NEwn( H EACH DE LIIORN2A 6a0 )]'
OAL HUDSON• CIFO L.IORUTA ELCnH ONE 7 _ .)551
u TELCConIER)IA E5,•OzSa
IN REPLY RE•EE TO'.
July 11 , 1994
06128-0029
Mr . Ben Houston
Aristocrat Angus Ranch
9053 Weld County Road 34
Platteville, CO 80651
Dear Mr. Houston:
You will recall that Aristocrat Gas Products Co . is
remediating a condensate spill that occurred some years ago on
property then owned by you. It has become necessary for
Aristocrat to drill one or more additional monitoring wells to
further define the condensate plume.
Representatives of Aristocrat contacted Mrs . Jane
Evans Cornelius, who we understand purchased the surrounding
property. She has confirmed that all hay and cattle were removed
from the area. She indicated , however , that you retained
ownership of the immediate area of the spill and would also have
to be contacted for permissions to enter and drill .
We would appreciate your granting approval to enter and
drill by executing a copy of this letter .
If the attorney who represented you some years ago
relative to the rent issue is representing you relative to his-
matter , please have him contact us and we will deal with him.
Very truly yours ,
Robert H. Klugman
RHK:cb
We grant our consent to the above.
Aristocrat Gas Products
Page 2
•
Should the concerns for EPA injection permits and adequate recovery
of the contaminant plume be readily addressed, please note that
both federal and state regulations allow for corrective action
implementation prior to approval, if CDH concerns are ultimately
met.
Thank you for your cooperation in this matter, should you have any
additional questions or concerns please call Larry Delin at (303)
331-4844 .
Sincerely,
7
Larry elfin ott xlin eYs
Geologist Unit Leader
UST Program UST Program
Hazardous Materials and Hazardous Materials and
Waste Management Division Waste Management Division
cc: Scott Donato, Industrial Compliance, Inc.
Hello