Former Whitwell Middle School - Chattanooga

Transcription

Environmental
Risk Management
ISO 9001 Registered
Michigan
Alabama
Phase I Environmental Site Assessment of the Former
Whitwell Middle School Property Located at 1130 North Main
Street, Whitwell, Tennessee
PM Environmental, Inc. Project No. 08-3623-0
Brownfield Grant #95462910-0
Florida
Tennessee
North Carolina
Mississippi
Illinois
800.485.0090
www.pmenv.com
February
y 17, 2012
Ms. Yuen
n Lee
Chattano
ooga-Hamilto
on County Regional
R
Plan
nning Agenccy
1250 Maarket Street
Chattano
ooga, Tennesssee 37402
Re:
Phase
P
I Enviironmental Site Assessm
ment of the
Former
F
Whiitwell Middlle School Prroperty
Located
L
at 1130 North Main
M
Streett
Whitwell,
W
Teennessee
PM
P Environmental, Incc. Project No
o. 08-3623-00
Brownsfield
B
Grant #954
462910-0
Dear Ms. Lee:
PM Env
vironmental, Incorporatted (PME) has complleted the P
Phase I Envvironmental Site
Assessment (ESA) of
o the abov
ve referenced property. This Phasse I ESA w
was conducteed in
accordan
nce with (1) the
t United States
S
Enviro
onmental Prootection Ageency (USEPA
A) Standardds and
Practicess for All App
propriate Inq
quiries {(AA
AI), 40 CFR Part 312} aand (2) guideelines establlished
by the American
A
Society for Testing
T
and
d Materials (ASTM) inn the Standaard Practicce for
Environm
mental Site Assessments
A
: Phase I En
nvironmentaal Site Assesssment Proceess / Designnation
E 1527-0
05 (ASTM Standard Pracctice E 1527
7-05).
The Phasse I ESA forr the above referenced prroperty repreesents the prroduct of PM
ME’s professsional
expertisee and judgm
ment in the environmental consultting industrry, and it is reasonable for
CHATTANOOGA--HAMILTO
ON COUNT
TY REGINA
AL PLANN
NING AGE
ENCY to relly on
PME’s Phase
P
I ESA report.
If you haave any queestions relateed to this reeport please do not hesitate to conttact our offiice at
(800) 313
3-2966.
Sincerely
y,
PM ENV
VIRONMEN
NTAL, INC
C.
Matt Spaain
Staff Con
nsultant
Kevin M. K
Kruszewski, PG
Vice Presiident – Envirronmental R
Risk Management
MICHIGA
AN
ALABAM
MA
NORTH CARO
OLINA
3340 Ranger Road • Lansing, MI
M 48906
Phone 517.321.3331
717 Hwy. 67
6 South • Suite 26 • Decatur, AL 35603
Phone 256
6.353.6222
4080 West 11 Mile Road • Berk
kley, MI 48072
Phone 248.336.9988
1604 Mock
kingbird Court • Suite
e B • Florence, AL 35
5630
Phone 256
6.353.6222
8430 University E
Executive Park Drive • Suite 660
Charlotte, NC 282
262
Phone 704.782.0
0555
77 Monroe Center NW • Suite 60
02
Grand Rap
pids, MI 49503
Phone 616.285.8857
FLORIDA
A
ILLINOIS
S
5234 North
h Damen Avenue • Chicago,
C
IL 60625
Phone 877.313.2991
2131 Hollyw
wood Blvd. • Unit No. 503
5 • Hollywood, FL 3
33020
Phone 954
4.924.1801
4897 W. Waters
W
Avenue • Suite
e C • Tampa, FL 336
634
Phone 813
3.731.1177
TENNESSEE
535 Chestnut Stree
et • Suite F14 • Chatta
anooga, TN 37402
Phone 423.468.1105
1319 Central Cou
urt • Hermitage, TN 3
37076
Phone 615.866.4115
1053 Oak Hill Drivve • Cookeville, TN 3
38501
Phone 931.432.55
552
PM ENVIRONMENTAL, INC., PROJECT NUMBER 08-3623-0
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Location:
Former Whitwell Middle SchoolProperty
1130 North Main Street
Whitwell, Tennessee
Prepared For:
Ms. Yuen Lee
Chattanooga-Hamilton County Regional Planning Agency
1250 Market Street
Chattanooga, Tennessee 37402
PHASE I ENVIRONMENTAL SITE
ASSESSMENT OF THE FORMER WHITWELL
MIDDLE SCHOOL PROPERTY LOCATED AT
1130 NORTH MAIN STREET, WHITWELL,
TENNESSEE
February 17, 2012
Prepared by:
PM Environmental, Inc.
MICHIGAN
ALABAM A
NORTH CAROLINA
3340 Ranger Road • Lansing, MI 48906
Phone 517.321.3331
717 Hwy. 67 South • Suite 26 • Decatur, AL 35603
Phone 256.353.6222
4080 West 11 Mile Road • Berkley, MI 48072
Phone 248.336.9988
1604 Mockingbird Court • Suite B • Florence, AL 35630
Phone 256.353.6222
8430 University Executive Park Drive • Suite 660
Charlotte, NC 28262
Phone 704.782.0555
77 Monroe Center NW • Suite 602
Grand Rapids, MI 49503
Phone 616.285.8857
FLORIDA
ILLINOIS
5234 North Damen Avenue • Chicago, IL 60625
Phone 877.313.2991
2131 Hollywood Blvd. • Unit No. 503 • Hollywood, FL 33020
Phone 954.924.1801
4897 W. Waters Avenue • Suite C • Tampa, FL 33634
Phone 813.731.1177
TENNESSEE
535 Chestnut Street • Suite F14 • Chattanooga, TN 37402
Phone 423.468.1105
1319 Central Court • Hermitage, TN 37076
Phone 615.866.4115
1053 Oak Hill Drive • Cookeville, TN 38501
Phone 931.432.5552
Phase I ESA of the Former Whitwell Middle School Property
Located at 1130 North Main Street, Whitwell, Tennessee
PME Project No. 08-3623-0; February 17, 2012
EXECUTIVE SUMMARY
PM Environmental, Inc., (PM) was retained to conduct a Phase I Environmental Site Assessment
(ESA) of the Former Whitwell Middle School Property located at 1130 North Main Street,
Whitwell, Marion County, Tennessee (hereafter referred to as the “subject property”). This
Phase I ESA was conducted in accordance with (1) the United States Environmental Protection
Agency (USEPA) Standards and Practices for All Appropriate Inquiries {(AAI), 40 CFR Part
312} and (2) guidelines established by the American Society for Testing and Materials (ASTM)
in the Standard Practice for Environmental Site Assessments: Phase I Environmental Site
Assessment Process / Designation E 1527-05 (ASTM Standard Practice E 1527-05).
THE REPORT WAS PREPARED FOR THE EXCLUSIVE USE OF CHATTANOOGAHAMILTON COUNTY REGIONAL PLANNING AGENCY, WHO MAY RELY ON THE
REPORT’S CONTENTS.
The subject property consists of one (1) parcel containing 15.17 acres and is located east of Main
Street, southwest of East Minnesota Avenue in Whitwell, Tennessee. The subject property is
developed with one (1) 3-story building and two (2) 2-story buildings totaling 55,364 square feet
in the western portion of the parcel. A former baseball field is located in the eastern portion of
the property. A maintenance building associated with the former baseball field is located to the
west of the field. Additionally, the property contains a recreational field in the northeastern
portion of the property and a basketball court in the south-central portion of the property. The
remainder of the property is asphalt paved and gravel parking areas. The subject property is
currently vacant with the exception of the library in the northern portion of the southern building,
which is occupied by Orena Humphrey Public Library.
Reasonably ascertainable records for the subject property extended back to approximately 1929.
Data failure occurred prior to that date. However, PM did not identify any significant data gaps
during the completion of this Phase I ESA. Standard and other historical sources were able to
document that the subject property was developed in 1929, with the construction of the Whitwell
High School in the western portion of the property. According to an interview during the site
reconnaissance, the original building was demolished in 1949, with the exception of the
gymnasium and a small two-story portion of the building. In 1949, the Whitwell Middle School
building was constructed south of the previous Whitwell High School’s location. Since 1949,
additions have been made to the northern portion of the gymnasium and southern portion of the
middle school building. The subject property was occupied by Whitwell High School from
1929 to 1949, and Whitwell Middle School from 1949 to July 2008, when the property was
vacated. Since January 2009, Orena Humphrey Public Library has occupied the northern portion
of the southern building. Additionally, the Whitwell Rescue Department has occupied the
central subject building since Whitwell Middle School vacated the property.
Historical Recognized Environmental Conditions
A historical REC, as defined in the ASTM Standard, is an environmental condition that in the
past would have been identified as a REC, but has been adequately addressed and therefore no
Executive Summary Page i
longer represents a REC. PME has not identified any historical RECs in association with the
subject property.
Non ASTM Scope Considerations
PME identified the following areas of potential concern associated with the following Non
ASTM Scope issues:

PME observed ACBMs consisting of two (2) foot by four (4) and one (1) by one (1) foot
ceiling tiles, drywall walls and six (6) by six (6) and 12 inch by 12 inch floor tiles, plaster,
and pipe insulation. Overall, all observed materials were in poor condition. If significant
interior renovation or demolition activities are planned, PM recommends that a full
asbestos containing materials inspection be conducted in accordance with all applicable
regulations.

Based on the construction of the building prior to 1976, PM completed a limited visual
assessment for potential lead-based paint (LBP). PME observed peeling paint throughout
the subject building. The potential exists for these painted areas to contain lead. If
significant renovation or demolition activities are planned, PM recommends that a LBP
inspection be completed for the subject property by a licensed Lead Inspector.

During the site reconnaissance, PM observed visible mold growth throughout the office
building. Additionally, PME observed visible mold growth inside the southern portion of
the main building. PM recommends that a mold assessment be conducted by health and
safety professionals experienced in performing microbial/fungal investigations. In
addition, the sources of the moisture intrusion should be identified and eliminated as part
of on-going building management activities.
Current Recognized Environmental Conditions
We have performed a Phase I Environmental Site Assessment in conformance with the scope and
limitations of ASTM Practice E 1527-05 of the Whitwell Middle School located at 1130 North
Main Street, Whitwell, Marion County, Tennessee, the property. Any exceptions to, or deletions
from, this practice are described in Section 1.4 of this report. This assessment has revealed no
evidence of recognized environmental conditions connected with the property.
The summary presented above is general in nature and should not be considered apart from the
entire text of the report, which contains the qualifications, considerations and subject property
details mentioned herein. Details of findings and conclusions are elaborated upon in this report.
Executive Summary Page ii
Phase I ESA oof the Formerr Whitwell Midddle School Prroperty
Located aat 1130 North Main Street, W
Whitwell, Tenn
nessee
P
PME Project N
No. 08-3623-00; February 177, 2012
This repo
ort has been reviewed fo
or its compleeteness and accuracy. P
Please feel frree to contacct our
office at (800) 313-2966 to discu
uss this reporrt.
REPORT PREPAR
RED BY:
I
PM Enviironmental, Inc.
REPORT
T REVIEWE
ED BY:
PM Enviroonmental, Innc.
Matt Spaain
Staff Con
nsultant
Raymond Siegmann
Regional M
Manager - D
Due Diligence Group
Kruszewski, PG
Kevin M. K
Vice Presiident – Envirronmental R
Risk Management
PM Envvironmental, IInc.
Executivee Summary Paage iii
TABLE OF CONTENTS
1.0 INTRODUCTION .............................................................................................................. 1 1.1: Purpose............................................................................................................................... 1 1.2: Scope of Services ............................................................................................................... 1 1.3: Significant Assumptions .................................................................................................... 1 1.4: Limitations, Exceptions, Special Terms and Conditions ................................................... 1 2.0 USER AND/OR CLIENT PROVIDED INFORMATION................................................. 2 2.1: Recorded Land Title Records ............................................................................................ 2 2.2: Environmental Liens or Activity and Use Limitations ...................................................... 3 2.3: Specialized Knowledge of the User ................................................................................... 3 2.4: Valuation Reduction for Environmental Issues ................................................................. 3 2.5: Reason for Performing this Phase I ESA ........................................................................... 3 3.0 SUBJECT PROPERTY DESCRIPTION ........................................................................... 3 3.1: Property Overview ............................................................................................................. 3 3.2: Subject Property Location and Zoning .............................................................................. 3 3.3: Government Institutional and Engineering Controls ......................................................... 4 3.4: Physical Setting.................................................................................................................. 4 3.4.1: Topography ............................................................................................................... 4 3.4.2: Geology ..................................................................................................................... 4 3.4.3: Hydrogeology ........................................................................................................... 6 4.0 HISTORICAL REVIEW .................................................................................................... 6 4.1: Aerial Photographs and Sanborn Maps ............................................................................. 6 4.2: Local Street Directories ..................................................................................................... 7 4.3: Assessing Department........................................................................................................ 7 4.4: Building Department.......................................................................................................... 8 4.5: Fire Department ................................................................................................................. 8 4.6: Health Department ............................................................................................................. 8 4.7: Oil and Gas Wells .............................................................................................................. 8 4.8: Summary of Historical Use................................................................................................ 8 5.0 PREVIOUS ENVIRONMENTAL REPORTS ................................................................... 9 6.0 INTERVIEWS .................................................................................................................... 9 6.1: Interview with Subject Property Owner ............................................................................ 9 6.2: Interview with Key Site Manager ...................................................................................... 9 6.3: Interview(s) with Subject Property Occupant(s) ............................................................... 9 6.4: Interview(s) with Past Owner(s), Occupant(s), and Operator(s) ....................................... 9 6.5: Interview(s) with Others .................................................................................................. 10 7.0 SUBJECT PROPERTY RECONNAISSANCE ............................................................... 10 7.1: Methodology and Limiting Conditions ........................................................................... 10 7.2: Descriptions of Structures and Other Improvements ....................................................... 10 7.2.1: Current Operations .................................................................................................. 11 7.2.2: Current Hazardous Substances/Petroleum Products Usages and Storage .............. 11 7.2.3: Current Interior Waste Streams .............................................................................. 11 7.2.4: Current Exterior Waste Storage .............................................................................. 11 7.2.5: Current Interior Pits, Drains, Sumps and Drywells ................................................ 11 7.2.6: Current Exterior Pits, Ponds, and Lagoons ............................................................. 11 PM Environmental, Inc.
Table of Contents Page i
7.3: Utilities............................................................................................................................. 12 7.3.1: Municipal Water/Water Wells ................................................................................ 12 7.3.2: Sanitary Sewer/Septic System ................................................................................ 12 7.3.3: Storm Water Management ...................................................................................... 12 7.3.4: Heat Source ............................................................................................................. 12 7.4: Underground Storage Tank (UST) Systems .................................................................... 12 7.5: Aboveground Storage Tank (AST) Systems ................................................................... 13 7.6: Potential PCB Containing Materials ................................................................................ 13 8.0 ADJOINING PROPERTIES ............................................................................................ 13 9.0 REGULATORY RECORDS REVIEW ........................................................................... 15 9.1: Subject Property and Occupant Listings .......................................................................... 16 9.2: Adjoining and Nearby Sites ............................................................................................. 16 10.1: Asbestos Containing Building Materials ....................................................................... 17 10.2: Lead Based Paint ........................................................................................................... 17 10.3: Visual Mold and Moisture Damage ............................................................................... 17 10.4: Radon ............................................................................................................................. 17 10.5: Potential Wetlands ......................................................................................................... 18 11.0 OPINIONS, CONCLUSIONS AND RECOMMENDATIONS....................................... 18 11.1: Significant Data Gaps .................................................................................................... 18 11.2: Historical Recognized Environmental Conditions (HRECs)......................................... 18 11.3: Non ASTM Scope Considerations ................................................................................. 18 11.4: Recognized Environmental Conditions (RECs) ............................................................ 19 11.5: Opinions, Conclusions and Recommendations ............................................................. 19 12.0 SIGNATURE(S) OF ENVIRONMENTAL PROFESSIONAL(S) .................................. 19 13.0 REFERENCES ................................................................................................................. 20 FIGURES
Figure 1: Site Location Map
Figure 2: Generalized Diagram of the Subject Property and Surrounding Area
APPENDICES
Appendix A:
Appendix B:
Appendix C:
Appendix D:
Appendix E:
Appendix F:
Appendix G:
Property Photographs from Site Reconnaissance
User Provided Information, Engagement, and Property Correspondence
Historical and Other Supporting Documentation
Previous Site Investigations
Regulatory Database and File Review Correspondence
Professional Resumes
Acronyms and Terminology, ASTM Reference Document, and User’s
Continuing Obligations under CERCLA
Table of Contents Page ii
1.0
INTRODUCTION
PM Environmental, Inc. (PME) was retained to conduct a Phase I Environmental Site
Assessment (ESA) of the Former Whitwell Middle School Property located at 1130 North Main
Street, Whitwell, Marion County, Tennessee (subject property). This Phase I ESA was
conducted in accordance with (1) the United States Environmental Protection Agency (USEPA)
Standards and Practices for All Appropriate Inquiries {(AAI), 40 CFR Part 312} and (2)
guidelines established by the American Society for Testing and Materials (ASTM) in the
Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment
Process / Designation E 1527-05 (ASTM Standard Practice E 1527-05).
THE REPORT WAS PREPARED FOR THE EXCLUSIVE USE OF CHATTANOOGAHAMILTON COUNTY REGIONAL PLANNING AGENCY, WHO MAY RELY ON THE
REPORT’S CONTENTS.
PM acknowledges that this party may rely on the contents and conclusions presented in this
report. Unless stated otherwise in writing, PME makes no other warranty, representation, or
extension of reliance upon the findings of this report to any other entity or third party.
1.1: Purpose
The purpose of this Phase I ESA was to evaluate the current and historical conditions of the
subject property in an effort to identify recognized environmental conditions (RECs) and
historical recognized environmental conditions (HRECs) in connection with the subject property
(Appendix G). This Phase I ESA is intended to reduce, but not eliminate, uncertainty regarding
the potential for RECs and HRECs in connection with the subject property.
1.2: Scope of Services
PM’s scope-of-services is based on its engagement with the Client, which is included in
Appendix B.
1.3: Significant Assumptions
Pursuant to ASTM Standard Practice E 1527-05, PME assumes that the information provided by
all sources and parties, including the User, is accurate and complete, except where obvious
inconsistencies or inaccuracies were identified.
1.4: Limitations, Exceptions, Special Terms and Conditions
There are no deletions from the ASTM Standard. Non-ASTM Scope considerations are included
in Section 10.0.
Present on the subject property were four (4) buildings and asphalt paved areas, which limited
PM’s observation of the ground surface. Additionally, PM did not gain access to the central
building occupied by the Whitwell Rescue Department. PM cannot make any conclusions
Page 1
regarding the potential for visible signs of contamination at areas covered by the aforementioned
items. PME can further evaluate these covered areas at a later date when the land/surface cover
is not present.
In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small
business Liability relief and Brownfield’s Revitalization Act of 2001 (the “Brownfield’s
Amendments”) (if desired), the User must provide certain information (if available) included on
the User Questionnaire to the environmental professional. Failure to provide this information
could result in a determination that “all appropriate inquiry” is not complete. PME provided the
User with a copy of the User Questionnaire, which was not returned to PME within the time
constraints of this report. Therefore, the lack of a completed User questionnaire is considered a
limitation of this report, and, as noted above, could result in a determination that all appropriate
inquiry has not been completed
PM was not provided with a copy of the recorded land title records for subject property by the
client and was not requested to complete a title search. Therefore, PM cannot comment on any
potential relevant information that may have been obtained through review of these records.
Due to changing environmental regulatory conditions and potential on-site or adjacent activities
occurring after this assessment, the client may not presume the continuing applicability to the
site of the conclusions in this assessment for more than 180 days after the report’s issuance date.
To the best of PME’s knowledge, no special terms or conditions apply to the preparation of this
Phase I ESA.
2.0
USER AND/OR CLIENT PROVIDED INFORMATION
The ASTM Standard defines a User as “the party seeking to use Practice E 1527 to complete an
environmental site assessment. A User may include, without limitation, a potential purchaser of
property, a potential tenant of property, an owner of property, a lender, or a property manager.
The User has specific obligations for completing a successful application of this practice as
outlined in Section 6 of the ASTM Standard E 1527-05.
2.1: Recorded Land Title Records
PME requested reasonably ascertainable recorded land title records for the subject property from
the User. However, PME did not receive any title records from the User within the time
constraints of this report. Additionally, PME was not requested to complete a title search by the
User. PME utilized aerial photography, city directories, assessing information, and interviews
with individuals knowledgeable of the subject property area as sources to determine the
historical use of the subject property. Information from these sources is referenced throughout
this report.
Page 2
2.2: Environmental Liens or Activity and Use Limitations
The User did not report any: (1) environmental cleanup liens against the subject property that are
filed or recorded under federal, tribal, state, or local law; or (2) activity and use limitations
(AULs), such as engineering controls, land use restrictions or institutional controls, that are in
place at the subject property and/or have been filed or recorded in a registry under federal, tribal,
state, or local law.
2.3: Specialized Knowledge of the User
In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small
Business Liability relief and Brownfield’s Revitalization Act of 2001 (the “Brownfield’s
Amendments”) (if desired), the User must provide certain information (if available) included on
the User Questionnaire to the environmental professional. Failure to provide this information
could result in a determination that “all appropriate inquiry” is not complete.
PME provided Mr. Charles Tucker, City Manager of Whitwell, (i.e. the User) with a copy of the
User Questionnaire, which was not returned to PME within the time constraints of this report.
Therefore, the lack of a completed User questionnaire is considered a limitation of this report,
and, as noted above, could result in a determination that all appropriate inquiry has not been
completed.
However, based upon the information obtained during the completion of his report through other
reasonably ascertainable sources, the lack of this questionnaire is not likely to affect the
conclusions of this report.
2.4: Valuation Reduction for Environmental Issues
The User did not report knowledge of, or reason to anticipate, a reduction in the value of the
subject property for environmental issues.
2.5: Reason for Performing this Phase I ESA
According to the User, this Phase I ESA was conducted as part of due diligence relating to the
proposed redevelopment of the subject property.
3.0
SUBJECT PROPERTY DESCRIPTION
3.1: Property Overview
The subject property consists of one (1) parcel containing 15.17 acres and is located east of Main
Street, southwest of East Minnesota Avenue in Whitwell, Tennessee. The subject property is
developed with one (1) 3-story building and two (2) 2-story buildings totaling 55,364 square feet
in the western portion of the parcel. A former baseball field is located in the eastern portion of
the property. A maintenance building associated with the former baseball field is located to the
west of the field. Additionally, the property contains a recreational field in the northeastern
Page 3
portion of the property and a basketball court in the south-central portion of the property. The
remainder of the property is asphalt paved and gravel parking areas. The subject property is
currently vacant with the exception of the library in the northern portion of the southern building,
which is occupied by Orena Humphrey Public Library.
3.2: Subject Property Location and Zoning
The subject property is located in Whitwell, Marion County, Tennessee.
Review of municipal records documents that the subject property is currently not zoned.
Refer to Figure 1, Site Location Map; and Figure 2, Generalized Diagram of the Subject Property
and Surrounding Area.
Refer to Appendix A for photographs of the subject property and surrounding properties taken
during the site reconnaissance.
3.3: Government Institutional and Engineering Controls
PM has not identified any record or institutional controls or engineering controls associated with
the subject property through review of reasonable ascertainable records. The owner of the
property did not have any knowledge of institutional controls or engineering controls associated
with the subject property.
3.4: Physical Setting
3.4.1: Topography
The United States Geological Survey Division (U.S.G.S.) 7.5-Minute Topographic Map of the
Whitwell, Tennessee Quadrangle, 1950 for the subject property was reviewed in accordance with
the ASTM standards (Figure 1). The map was reviewed to determine if conditions exist whereby
hazardous substances or petroleum products migrate to or from the subject property to surface
water, groundwater or soil.
Based on the topographic map, the subject property is located at an elevation of 670-680 feet
above mean sea level. The immediate subject property area appears to slope to the southsoutheast toward an unnamed tributary, which is located approximately 1,500 feet away at an
elevation of 680 feet.
3.4.2: Geology
The “Geologic Map of Tennessee”, produced by the United States Geologic Survey, 1956 was
reviewed.
The Valley and Ridge physiographic province consists of a large number of thrust faulted layers
or thrust sheets of rock dipping to the east at low angles. Because the sheets dip shallowly to the
Page 4
east, their edges are exposed at the surface as a series of linear outcrops that are roughly oriented
north to south. These thrust sheets were formed during the mountain building processes to the
east.
Outcrops that contain mostly resistant rocks for example, sandstone or siltstone, form ridges.
Outcrops that consist primarily of less resistant rocks for example, limestone and/or poorly
indurated shale, form valleys. The result of this arrangement on a large scale is a series of northsouth oriented ridges and valleys. Superimposed on these thrust sheets are smaller scale
anticlines and synclines that complicate the geology even more. Elevations are highly variable,
but generally hundreds to a couple thousand feet lower than those in the Unaka's Mountain
province to the east.
According to information available from the United States Department of Agriculture, Soil
Survey of Marion County, Tennessee (accessed January 2012) the subject property area is
generally characterized by the following soil types (Appendix C):
The Bourbonville series, 0 to 20 percent slope, are located on alluvial fans, footslopes, and low
stream terraces. The soils of this series tend to be moderately to very acidic. Permeability is
moderately rapid. These nearly level to strongly sloping soils A typical soil profile consists of
dark brown loam to a depth of 16 inches below ground surface (bgs), dark yellowish brown loam
from 16 to 20 inches bgs, a dark yellowish brown clay loam from 20 to 44 inches bgs, a dark
yellowish brown gravelly clay loam from 44 to 62 inches bgs, a dark yellowish brown gravelly
loam from 62 to 73 bgs, underlain by a yellowish brown gravelly loam to from 73 to 80 inches
bgs.
The Hamblen series, 0 to 3 percent slope, consists of very deep, moderately well drained soils on
flood plains. These soils tend to have moderate permeability. Soils in this series tend be
moderately to strongly acidic. A typical soil profile consists of dark yellowish brown loam to a
depth of 20 inches bgs, yellowish brown silt loam from 20 to 45 inches bgs, underlain by a pale
brown silt loam from 45 to 60 inches bgs.
The Sequatchie series, 0 to 12 percent slope, are found on loamy alluvium. Permeability is slow
to moderate. Soils in this series are strongly acidic to very strongly acidic. A typical soil profile
consists of dark brown loam to a depth of 9 inches bgs, a brown loam from nine (9) to 38 inches
bgs, a strong brown loam from 38 to 46 inches bgs, underlain by a strong brown sandy loam
from 46 to 72 inches bgs.
The Waynesboro series 2 to 30 percent slope, are found in old alluvium or unconsolidated
material of sandstone, shale, and limestone origin. Soils in this series tend to be strongly acidic to
very strongly acidic, with moderate permeability. A typical soil profile consists of a black loam
to a depth of two (2) inches bgs, a brown loam from two (2) to six (6) inches bgs, a strong brown
loam from six (6) to 10 inches bgs, a yellowish red clay loam from 10 to 16 inches bgs, a red
clay from 16 to 22 inches bgs, underlain by a dark red clay from 22 to 60 inches bgs.
The Whitwell series, 0 to 6 percent slope, are found in loamy alluvium on low stream terraces.
Slopes range from 0 to 6 percent. Soils in this series are strongly to very strongly acidic, with
Page 5
moderate permeability. A typical soil profile consists of a brown loam to a depth of nine (9)
inches bgs, a yellowish brown loam from nine (9) to 24 inches bgs, a yellowish brown clay loam
from 24 to 40 inches bgs, a light brownish gray loam from 40 to 52 inches bgs, underlain by a
light brownish gray (10YR 6/2) loam stratified with thin seams of sandy loam and loamy sand
from 52 to 70 inches bgs.
3.4.3: Hydrogeology
A review of topographic features/gradient may be suggestive of the hydrogeologic gradient in
the immediate subject property area, since in a general way, the water table typically conforms to
surface topography. Based solely on topographical features, the anticipated groundwater flow
direction would be to the south-southeast.
4.0
HISTORICAL REVIEW
The objective of reviewing historical sources is to: (1) develop a history of previous uses or
specific occupancies of the subject property and adjoining properties, (2) identify those uses or
specific occupancies that are likely to have led to potential environmental concerns at the subject
property, and to the extent identifiable, at adjoining properties, and (3) identify obvious uses of
the subject property from the present, back to the property’s obvious first developed use, or back
to 1940, whichever is earlier. Further, the historical review was completed to assess whether
operations were conducted that involved the use, storage and/or disposal of hazardous waste,
hazardous substances, and/or petroleum products.
An understanding of the subject property was obtained from reasonably ascertainable standard
and other historical sources extending back to 1929. Data failure occurred prior to that date.
However, PM did not identify any significant data gaps during the completion of this Phase I
ESA
4.1: Aerial Photographs and Sanborn Maps
Reasonably ascertainable aerial photography was obtained from Environmental Data Resources
(EDR) Milford, Connecticut for 1977, 1979, 1981, 1989, 1992, 1997, 2006, 2007, and 2008
(original sources unknown). Relevant aerial photographs are included in Appendix C.
Reference to the subject property or adjoining site usages in a particular aerial year is based on
information obtained through site observations as well as standard and other historic sources. It
should be noted that the scale and resolution of the aerial photographs provided for only general
descriptions of the subject property and adjoining properties and limited description and
discernment of site-specific features.
Sanborn Fire Insurance Maps are historical map records of fire prevention hazards for specific
urban areas. These maps often provide data that sometimes can be used to determine the
presence of underground and aboveground storage tanks (USTs/ASTs), type of building
materials, location of flammable material storage, and types of businesses that occupied a
particular site. Sanborn Fire Insurance Maps were not available for the subject property area. A
certificate of “No Coverage”, provided by EDR, is included in Appendix C.
Page 6
The following table summarizes the sources reviewed and the information obtained about the
subject property from these sources. Information obtained about the adjoining properties from
these sources is summarized in Section 8.0.
Aerial Summary for the Subject Property
Year and
Source
1977 Aerial
(EDR)
1979 Aerial
(EDR)
1981 Aerial
(EDR)
1989 Aerial
(EDR)
1992 Aerial
(EDR)
1997 Aerial
(EDR)
2006 Aerial
(EDR)
2007 Aerial
(EDR)
2008 Aerial
(EDR)
Summary of Information
Appears to be developed with the current structures. However, details about the
property cannot be determined based on the scale and resolution of the aerial.
Similar to the previous aerial year.
Appears the property is developed with three (3) buildings. Property appears similar
to the current layout and the previous aerial year.
Similar to the previous aerial year. The remainder of the property is groomed grass
with the exception of the southeastern portion of the property which appears to be a
baseball field.
4.2: Local Street Directories
Reasonably ascertainable local street directories for Whitwell, Tennessee were researched.
Directories were available for 2006. It should not be construed that the earliest date represented
is the initial date of occupancy.
PME also reviewed listings for adjoining commercial properties. Information from the listings
reviewed is included in Section 8.0.
Subject Property: 1130 North Main Street
2006
Marion County Title 1 Program
Whitwell Middle School
4.3: Assessing Department
Reasonably ascertainable assessment information provided by the State of Tennessee
Comptroller of the Treasury was obtained and reviewed. Assessing records document that the
subject property consists of one (1) parcel containing 15.17 acres and developed with three (3)
Page 7
buildings totaling 55,364 square foot. Additionally, assessing records indicate that the original
building was constructed in 1929. Copies of available assessment records for the subject
property and the current legal description are included in Appendix C.
4.4: Building Department
PM attempted to obtain building records for the subject property at the Marion County Building
and Enforcement Department. A representative indicated that no records were available for the
property. Additionally, the representative enforcement began in 1994 in the area of the subject
property, and the department would not have files prior to that date. The representative also
indicated that there is no zoning within the city limits. PM’s review did not identify potential
environmental concerns associated with the subject property.
4.5: Fire Department
PM attempted to interview a representative of the Whitwell Fire Department. However, PM did
not receive a response to multiple requests for an interview within the constraints of the Phase I
ESA. If PM does receive a response, and it changes the findings of the report, the client will be
notified.
4.6: Health Department
According to a representative of the Tennessee Department of Health, the department does not
maintain records for private septic systems or water wells. Additionally, other health department
records are filed according to owner name, not address. Therefore, health department records are
not reasonably ascertainable.
4.7: Oil and Gas Wells
PM contacted Ms. Elaine Foust of the TDEC Geology Department. According to Ms. Foust,
there are no oil and/or gas wells located on the subject property.
4.8: Summary of Historical Use
Standard and other historical sources were able to document that the subject property was
developed in 1929, with the construction of the Whitwell High School in the western portion of
the property. According to an interview during the site reconnaissance, the original building was
demolished in 1949, with the exception of the gymnasium and a small two-story portion of the
building. In 1949, the Whitwell Middle School building was constructed south of the previous
Whitwell High School’s location. Since 1949, additions have been made to the northern portion
of the gymnasium and southern portion of the middle school building. The subject property was
occupied by Whitwell High School from 1929 to 1949, and Whitwell Middle School from 1949
to July 2008, when the property was vacated. Since January 2009, Orena Humphrey Public
Library has occupied the northern portion of the southern building. Additionally, the Whitwell
Rescue Department has occupied the central subject building since Whitwell Middle School
vacated the property. Based on an interview with Mr. Tucker during the site reconnaissance, PM
Page 8
does not believe maintenance services and fueling services, or associated USTs or ASTs were
historically present on the subject property. It is likely that vehicles were serviced at a facility
nearby which could meet special and equipment needs.
5.0
PREVIOUS ENVIRONMENTAL REPORTS
No previous site investigations were identified by PM for the subject property. Previous reports
may exist for the subject property, however, none were provided to PM by the client or owner of
the property, and none were available with the appropriate state regulatory agencies.
6.0
INTERVIEWS
The objective of completing interviews with knowledgeable site contacts is to obtain information
about the uses and physical characteristics of the property. In general, interviewees supported
the information reviewed from other historical sources (i.e. aerial photos, city records, etc.).
6.1: Interview with Subject Property Owner
PM interviewed Mr. Charles Tucker, City Manager of Whitwell, on February 10, 2012. Mr.
Tucker has been associated with the property since 2012, and has lived in Whitwell since the
mid-1940s. Based on an interview with Mr. Tucker and other historical sources, PM was able to
determine that property was developed in 1929 with the former Whitwell High School.
Additionally, Mr. Tucker indicated that the property has been occupied by Orena Humphrey
Public Library since January 2009. No information was reported that would be considered
material to identifying recognized environmental conditions in connection with the subject
property.
6.2: Interview with Key Site Manager
PM interviewed Mr. Charles Tucker, City Manager of Whitwell, regarding knowledge of the
subject property. No information was reported that would be considered material to identifying
recognized environmental conditions in connection with the subject property.
6.3: Interview(s) with Subject Property Occupant(s)
No interviews with Orena Humphreys Public Library employees were completed during the
course of this ESA.
6.4: Interview(s) with Past Owner(s), Occupant(s), and Operator(s)
PM was not provided with contact information for the past owner, operators, or occupants of the
subject property by the current site owner. Additionally, reasonably ascertainable information
reviewed during the completion of this Phase I ESA did not identify any current contact
information for former owners, operators, or occupants. Review of reasonably ascertainable
records (phone directories, municipal records, etc.) did not reveal any current contact
information for the former owners, operators, or occupants. Therefore, no other interviews were
Page 9
conducted. However, based upon PME’s review of other records and documents, PM does not
believe this omission presents a data gap.
6.5: Interview(s) with Others
No other interviews were completed for the subject property.
7.0
SUBJECT PROPERTY RECONNAISSANCE
The following is a summary of visual and/or physical observations of the property on the date of
the site reconnaissance. Photographs from the site reconnaissance are included in Appendix A.
7.1: Methodology and Limiting Conditions
The subject property reconnaissance consisted of visual and physical observations of the subject
property. PM visually and/or physically observed the periphery of the subject property. In
addition, PM observed the subject property from all adjacent public thoroughfares.
Mr. Matt Spain of PM conducted the subject property reconnaissance on February 10, 2012. Mr.
Charles Tucker, City Manager for Whitwell, accompanied PM during the reconnaissance. At the
time of reconnaissance, weather conditions were approximately 50o F and overcast.
PM encountered the following project specific facts or conditions that limited our ability to
access the subject property:
 PM was unable to gain access to central building occupied by the Rescue Squad during the
site reconnaissance.
 PM did not receive a completed Phase I ESA Questionnaire within the time constraints of
this report.
7.2: Descriptions of Structures and Other Improvements
The original building was constructed in 1929. Majority of this building was demolished in
1949, with the exception of the gymnasium and a small 2-story portion of the building. In 1949,
the Whitwell Middle School building was constructed south of the previous Whitwell High
School’s location. Since 1949, additions have been made to the northern portion of the
gymnasium and southern portion of the middle school building. The current buildings contain
55,364-square feet of floor space, which is divided into a gym, an auditorium, offices,
classrooms, a library, a lobby area, storage areas, and bathrooms.
Interior finish materials in the subject buildings include two (2) foot by four (4) foot and two (2)
by (2) foot suspended acoustical ceiling tile, one (1) by (1) ceramic floor tile, wood floors,
poured concrete floors, carpeting, wood paneling walls, concrete block walls, and drywall walls.
The ceramic, carpet, wood, and concrete floors within the subject buildings appeared to be in fair
to poor condition with some evidence of cracking or damage.
Page 10
PM observed two (2) former athletic fields, as well as a basketball court west of the subject
buildings. A vacant building has been constructed in association with the athletic fields, and is
located east of the subject buildings.
Asphalt paved and gravel driveways and parking areas are located to the east and west of the
subject buildings.
The remainder of the subject property contains groomed grass and landscaped areas in the rightof-ways.
7.2.1: Current Operations
The subject property is currently vacant of occupants and therefore there are no current business
operations, with the exception of the northern portion of the southern building which is occupied
by a library. Operations in the northern portion of the southern building are consistent with the
library. The building northeast of the library is occupied by the Whitwell Rescue Department.
However, PM did not gain access to this building, and therefore cannot comment on the
operations. It is likely the operations are consistent with rescue equipment storage, based on
information obtained from the key site manager during the site reconnaissance.
7.2.2: Current Hazardous Substances/Petroleum Products Usages and Storage
PM did not observe any hazardous material usage or storage during the site reconnaissance.
7.2.3: Current Interior Waste Streams
Current interior waste streams consist of general household cleaners, which do not represent a
REC.
7.2.4: Current Exterior Waste Storage
PM did not observe any dumpsters or other exterior solid waste containers on the subject
property. Additionally, PM did not observe any evidence of exterior debris/waste storage areas,
land filling or dumping areas, or suspect soil piles or mounds during the site reconnaissance.
7.2.5: Current Interior Pits, Drains, Sumps and Drywells
PM identified floor drains located in the restroom areas, throughout the buildings. No staining or
evidence of poor waste management practices was observed in association with the drains. The
drains discharge to a private septic system.
PM has not identified any interior underground pits, sumps or dry wells.
7.2.6: Current Exterior Pits, Ponds, and Lagoons
No pits, ponds, or lagoons were identified on the subject property during the site reconnaissance.
Page 11
7.3: Utilities
7.3.1: Municipal Water/Water Wells
The subject property is currently connected to municipal water. PME attempted to obtain an
initial tap date from the Whitwell Waterworks Department. However, a representative for the
department indicated the subject property was connected to public water in at least November
2009. Additionally, the representative indicated water mains were installed in the area of the
subject property in 1956, and it is likely the subject property was connected to municipal water
during that time period. Based on this information, it is likely that a private water well existed at
the subject property prior to 1956. The former buildings may have historically utilized private
water wells. PM has not identified the historical use of private water wells as a REC. However,
if the wells are discovered in the future, PM recommends the wells be properly abandoned.
7.3.2: Sanitary Sewer/Septic System
According to an interview with the site manager during the site reconnaissance, the subject
property is currently connected to a private septic, with the exception of the library in the central
portion of the property. However, according to an interview with Whitwell Waterworks, the
property is currently connected to a private septic system. PM was unable to locate the location
of the septic field due to the lack of historical sources. However, based on the current and
former usages of the property, PM has not identified the operation of a private septic field as a
REC.
7.3.3: Storm Water Management
PM observed several storm water catch basins on the subject property. No staining or evidence
of poor waste management practices was observed in association with these exterior catch
basins.
7.3.4: Heat Source
The subject property is connected to natural gas. According to an interview with Mr. Tucker, the
subject property was historically heated with coal-fired boilers, until the property was converted
to natural gas. However, Mr. Tucker was unable to recall the year that the property was
converted to natural gas. Additionally, PM attempted to interview a representative with Dunlap
Natural Gas. However, PM did not receive a response within the time constraints of this report.
If PM does receive a response, and it changes the findings of the report, the client will be
notified. No evidence of historic fuel oil use was identified on the subject property (i.e. fill ports,
vent pipes, etc.) during the site reconnaissance or through review of reasonably ascertainable
records.
7.4: Underground Storage Tank (UST) Systems
Review of reasonably ascertainable standard and other historical sources, and site observations,
have not identified the current and historical presence of USTs on the subject property.
Page 12
Specifically, no records of USTs were identified though review of reasonably ascertainable
records and PM did not observe any evidence of USTs (i.e. fill ports, vent pipes, etc.) during the
site reconnaissance. Additionally, Mr. Charles Tucker, City Manager of Whitwell, indicated he
had no knowledge of USTs associated with the subject property.
7.5: Aboveground Storage Tank (AST) Systems
Review of reasonably ascertainable standard and other historical sources, and site observations,
have not identified the current and historical presence of ASTs on the subject property.
7.6: Potential PCB Containing Materials
Older transformers and other electrical equipment could contain PCBs at a level that subjects
them to regulation by the United States Environmental Protection Agency (U.S. EPA). PCBs in
electrical equipment are controlled by U.S. EPA regulations 40 CFR, Part 761. The ASTM
Standard requires identification of electrical or hydraulic equipment, not including light ballasts,
that are known to contain PCBs or likely to contain PCBs.
During site reconnaissance, PM observed several pole-mounted transformers located to the east
and west of the subject buildings. The transformers did not contain labels indicating PCB
content; however, the transformer appeared to be good condition with no evidence of leaks.
8.0
ADJOINING PROPERTIES
Through site observations, regulatory records review, and review of reasonably ascertainable
standard and other historical sources for the subject property area, PM has not identified these
adjoining properties to represent potential adjacent RECs to the subject property. Refer to the
paragraphs below for additional information.
North Adjoining Properties, across East Minnesota Avenue
The north adjoining properties contain six (6) residential dwellings. Review of aerial
photographs indicates the dwellings were constructed between at least 1977 and 2006. Based on
the rural location of the property it is likely that the properties were vacant land or agricultural
fields prior to 1979.
East Adjoining Properties, across East Minnesota Avenue
The northeast adjoining property, identified as 14173 Highway 28, is occupied by Laynes Game
Room, a pool hall. Review of aerial photographs indicates the property was developed prior to
1977 with the current building. According to Mr. Tucker, key site manager, the property was
vacant prior to construction of the current building. The property has been occupied as pool hall
since development.
The east adjoining property, identified as 14087 Highway 28 is occupied by Citizen’s Tri County
Bank. Review of aerial photographs indicates the property was developed between 1977 and
Page 13
1979 with the current building. Prior to sometime between 1977 and 1979, the property was
vacant land. Since 2006, the property has been occupied by Sequatchie County Electric Co-op
and Citizen’s Tri County Bank. According to Mr. Tucker, the current building was occupied
historically by a restaurant. The property was vacant prior to the construction of the current
building.
The east adjoining property, with an unknown address, is occupied by a vacant building. Review
of aerial photographs indicates the property was developed 1992 and 1997. According to Mr.
Tucker, the current subject building was occupied by a small automotive dealership. Prior to the
current building, the property was vacant land.
The east adjoining property, 14025 Highway 28, is currently occupied by Pee Wee’s T-Shirt
Shop. Review of aerial photographs indicates the property was developed 1981 and 1989.
According to Mr. Tucker, the current subject building was previously occupied by a sports
trophy shop. Prior to the current building, the property was vacant land.
South Adjoining Properties
The southeast adjoining property, identified as 253 East Massachusetts Avenue, is occupied by a
residential dwelling. Review of aerial photographs indicates the current dwelling was
constructed in at least 1977. According to Mr. Tucker, the property has been occupied by a
residential dwelling since at least the 1950s. Based on the rural setting of the area, it is likely
that the property was vacant land prior to the construction of the dwelling.
The southwest adjoining property, identified as 1088 Main Street is occupied by a residential
dwelling. Review of aerial photographs indicates the current dwelling was constructed in at least
1977. According to Mr. Tucker, the property has been occupied by a residential dwelling since
at least the 1950s. Based on the rural setting of the area, it is likely that the property was vacant
land prior to the construction of the dwelling.
West Adjoining Properties, across Main Street
The northwest adjoining property, identified as 1263 Main Street, is occupied by the Sequatchie
Valley Baptist Association. Review of aerial photographs indicates the property was developed
prior to at least 1977 with the current building. According to Mr. Tucker, the property was
vacant or occupied by a residential dwelling prior to being occupied by the Sequatchie Valley
Baptist Association.
The west adjoining property, identified as 1179 Main Street, is occupied by a vacant building.
Based on aerial photographs the current building was constructed prior to 1977. Since
construction the building has been occupied by a restaurant. According to Mr. Tucker, prior to
the construction of the current building the property was vacant land or residential dwellings.
The southwest adjoining property, identified as 1119 Main Street, is occupied by Morning Star
Independent Church. Review of aerial photographs indicates the property was developed prior to
Page 14
at least 1989, with the current building. According to Mr. Tucker, the property was vacant or
occupied by a residential dwelling prior to the construction of the church.
The remaining west adjoining properties are occupied by residential dwellings. Review of aerial
photographs indicates the properties were developed prior to at least 1977. According to Mr.
Tucker, historically the properties have been occupied by vacant land or residential dwellings.
9.0
REGULATORY RECORDS REVIEW
PM retained EDR to provide current environmental database information compiled by a variety
of federal and state regulatory agencies. The purpose of obtaining this data was to evaluate
potential environmental risks associated with the subject property, adjoining sites, and other sites
that are (1) identified on target lists, and (2) within varying distances of up to one mile from the
subject property. Additionally, PM attempted to plot orphan sites identified within the
environmental databases. A copy of the complete database is included in Appendix E. PM
reviewed the following databases within the indicated search radii.
Type
Regulatory Agency Database
Approximate
Minimum Search
Distance (AMSD)
Number of
Sites within
AMSD
Federal
National Priority List (NPL) Sites
1 mile
0
Federal
Delisted National Priority List (DNPL) Sites
½ mile
0
Federal
Comprehensive Environmental Response, Compensation,
and Liability Information System (CERCLIS) Sites
½ mile
0
Federal
CERCLIS No Further Remediation Action Planned
(NFRAP) Sites
subject property and
adjoining properties
0
Federal
Resource Conservation and Recovery Act (RCRA)
Corrective Action Report (CORRACTS) Sites
1 mile
0
Federal
RCRA non-CORRACTS Treatment, Storage or Disposal
(TSD) Sites
½ mile
0
Federal
RCRA Large Quantity Generators (LQG) Sites
0
Federal
RCRA Small Quantity Generators (SQG) Sites
0
Federal
RCRA Conditionally Exempt Small Quantity Generators
(CESQG) Sites
0
Federal
RCRA Non-Generators (NON-GEN) Sites
0
Federal
US Brownfield Sites
½ mile
0
Federal
Institutional Control / Engineering Control Registries
subject property
0
Federal
Environmental Response and Notification System (ERNS)
subject property
0
State &
Tribal
Hazardous Waste Sites (HWS) (equivalents to NPL and
CERCLIS)
1 mile
0
State &
Tribal
Delisted Hazardous Waste Sites (HWS)
1 mile
0
Page 15
Type
Regulatory Agency Database
Approximate
Minimum Search
Distance (AMSD)
Number of
Sites within
AMSD
State &
Tribal
Solid Waste Facilities/Landfill Sites (SWLF)
½ mile
0
State &
Tribal
Historical Landfill Sites (HIST LF)
½ mile
0
State &
Tribal
Leaking Underground Storage Tank (LUST) Sites
½ mile
4
State &
Tribal
Registered Underground Storage Tank (UST) Sites
0
State &
Tribal
Institutional Control / Engineering Control Registries
subject property
0
State &
Tribal
Brownfield Sites
½ mile
0
Either
Unmappable Database Listings (a.k.a. Orphan Sites)
database-dependent
46
9.1: Subject Property and Occupant Listings
The subject property or its known occupants are not identified in the referenced databases.
9.2: Adjoining and Nearby Sites
PME’s review of the referenced databases also considered the potential or likelihood of
contamination from adjoining and nearby sites. To evaluate which of the adjoining and nearby
sites identified in the EDR Report present an environmental risk to the subject property, PME
considered the following criteria:






The type of database on which the site is identified.
The topographic position of the identified site relative to the subject property.
The direction and distance of the identified site from the subject property.
Local soil conditions in the subject property area.
The known or inferred groundwater flow direction in the subject property area.
The status of the respective regulatory agency-required investigation(s) of the identified
site, if any.
 Surface and subsurface obstructions and diversions (e.g., buildings, roads, sewer systems,
utility service lines, rivers, lakes, and ditches) located between the identified site and the
subject property.
Only those sites that are judged to present a potential environmental risk to the subject property
and/or warrant additional clarification are further evaluated. Using the referenced criteria, and
based upon a review of readily available information contained within the EDR Report, PME did
not identify adjoining (i.e., bordering) or nearby sites (e.g., properties within a ¼-mile radius)
listed in the EDR Report that were judged to present a potential environmental risk to the subject
property.
Page 16
10.1: Asbestos Containing Building Materials
U.S. EPA regulations promulgated under the National Emissions Standards for Hazardous Air
Pollutants (NESHAP) define “asbestos containing materials” and “asbestos containing building
materials” (i.e., ACM and ACBM, respectively) as any material or product containing more than
one (1) percent asbestos.
A survey to identify suspect ACBM was not performed as part of the Phase I ESA. However,
during the site reconnaissance, PM noted through its observations of readily accessible occupant
areas of the buildings the existence of building materials that should be considered as suspect for
asbestos content. These materials included: vinyl floor tile, suspended acoustical ceiling tiles,
plaster, pipe insulation, and roofing materials. At the time of the site reconnaissance, these
materials generally appeared to be in poor condition. The poor condition of the building
materials appears to be the result of water damage and physical damage from impacts.
PM notes that its observations do not constitute a survey of the buildings and structures at the
subject property for ACBM. Additional types of suspect ACBM may exist on-site in areas
accessed or not accessible (i.e., above and behind ceilings and walls, etc.) during the site
reconnaissance. In the event that additional information is desired regarding the type, location,
condition and friability of ACBM at the subject property, an ACBM Survey would need to be
performed. At the client’s request, PM can provide a proposal to conduct the ACBM Survey.
10.2: Lead Based Paint
An evaluation of the potential for lead-based paint at the subject property was not requested by
the Client or is required based on the approved scope of work for this Phase I ESA. However,
based on the construction of the building prior to 1976, PM completed a limited visual
assessment for potential lead-based paint (LBP). PM observed peeling paint on the walls of
throughout the subject building. The potential exists for these painted areas to contain lead. If
inspection be prepared for the subject property by a licensed Lead Inspector.
10.3: Visual Mold and Moisture Damage
During the site reconnaissance, PM observed visible mold growth and damaged building
materials throughout the subject buildings. Because of the significant impact observed, mold
remediation services will be required. It is recommended that a mold assessment be performed
by health and safety professionals experienced in performing microbial/fungal investigations.
The purpose of this assessment is to obtain sufficient information concerning the nature and
extent of the mold impact and building material damage in order to prepare a mold remediation
work plan that can be implemented by a mold remediation contractor.
10.4: Radon
A radon survey was not requested or required for this site.
Page 17
10.5: Potential Wetlands
A wetlands investigation was not part of the scope of work for this Phase I ESA.
11.0
OPINIONS, CONCLUSIONS AND RECOMMENDATIONS
11.1: Significant Data Gaps
PM did not identify or encounter any instances of significant data gaps during the course of this
ESA.
11.2: Historical Recognized Environmental Conditions (HRECs)
A historical REC, as defined in the ASTM Standard, is an environmental condition that in the
past would have been identified as a REC, but has been adequately addressed and therefore no
longer represents a REC. PM has not identified any historical RECs in association with the
subject property.
11.3: Non ASTM Scope Considerations
PM identified the following areas of potential concern associated with the following Non ASTM
Scope issues:

PME observed ACBMs consisting of two (2) foot by four (4) and one (1) by one (1) foot
ceiling tiles, drywall walls and six (6) by six (6) and 12 inch by 12 inch floor tiles, plaster,
and pipe insulation. Overall, all observed materials were in poor condition. If significant
interior renovation or demolition activities are planned, PM recommends that a full
asbestos containing materials inspection be conducted in accordance with all applicable
regulations.

Based on the construction of the building prior to 1976, PM completed a limited visual
assessment for potential lead-based paint (LBP). PME observed peeling paint throughout
the subject building. The potential exists for these painted areas to contain lead. If
inspection be completed for the subject property by a licensed Lead Inspector.

During the site reconnaissance, PM observed visible mold growth throughout the office
building. Additionally, PME observed visible mold growth inside the southern portion of
the main building. PM recommends that a mold assessment be conducted by health and
safety professionals experienced in performing microbial/fungal investigations. In
addition, the sources of the moisture intrusion should be identified and eliminated as part
of on-going building management activities.
Page 18
Phase I ESA oof the Formerr Whitwell Midddle School Prroperty
Located aat 1130 North Main Street, W
Whitwell, Tenn
nessee
P
PME Project N
No. 08-3623-00; February 177, 2012
11..4: Recognizzed Environ
nmental Con
nditions (RE
ECs)
nvironmentall Site Assesssment in connformance w
with the scope and
We have performed a Phase I En
ns of ASTM
M Practice E 1527-05 of the Form
mer Whitw
well Middle School Prooperty
limitation
located at
a 1130 Norrth Main Strreet, Whitweell, Marion County, Teennessee, thee property. Any
exception
ns to, or delletions from
m, this practicce are descrribed in Secction 1.4 of tthis report. This
assessmeent has reveaaled no evideence of reco
ognized enviironmental cconditions coonnected witth the
property..
11..5: Opinionss, Conclusio
ons and Reccommendatiions
We have performed a Phase I En
nvironmentall Site Assesssment in connformance w
with the scope and
limitation
ns of ASTM
M Practice E 1527-05 of the Form
mer Whitw
well Middle School Prooperty
located at
a 1130 Norrth Main Strreet, Whitweell, Marion County, Teennessee, thee property. Any
exception
ns to, or delletions from
m, this practicce are descrribed in Secction 1.4 of tthis report. This
assessmeent has reveaaled no evideence of reco
ognized enviironmental cconditions coonnected witth the
property.. Therefore, no further investigation
n is recommeended at thiss time.
12.0
SIGNATURE
E(S) OF EN
NVIRONME
ENTAL PR
ROFESSION
NAL(S)
We declaare that, to the
t best of my
m professio
onal knowleddge and beliief, we meett the definition of
Environm
mental profeessional as defined in §312.10
§
of 40 CFR 3112 and we hhave the speecific
qualificattions based on educatio
on, training, and experieence to asseess a properrty of the naature,
history, and setting of the sub
bject properrty. We hhave develooped and peerformed thhe all
appropriaate inquires in conformance with th
he standardss and practicces set forthh in 40 CFR
R Part
312.
Raymond
d Siegmann
Regional Manager - Du
ue Diligence Group
Kevin M. Kruszewsski, PG
Vice P
President – Ennvironmental Risk Manageement
PM Envvironmental, IInc.
Page 19
13.0
REFERENCES
The following published sources were utilized during completion of this Phase I ESA:

Standard Practice for Environmental Site Assessments: Phase I Environmental Site
Assessment Process, ASTM, ASTM Designation E 1527-05, Published November 2005.

Hill-Donnelly Directory, Whitwell, Tennessee. City: Whitwell. Year: 2006.

United States Geological Survey Division (U.S.G.S.) 7.5 Minute Topographic Map
Whitwell, Tennessee Quadrangle, 1950.

The “Geologic Map of Tennessee”, produced by the United States Geologic Survey.

Soil Survey of Marion County, Tennessee, U.S. Department of Agriculture, access January
2012.
Page 20
Figures
Appendix A
SITE PHOTOGRAPHS
Site Photograph
P
hs
Descrription
Vieew of the wesstern face of the subject buuilding.
Propeerty
113
30 North Maiin Street, Whiitwell, Tennesssee
Descrription
Vieew of western
n face of the subject
s
buildinng.
Propeerty
113
PM
Project No.
08-3623-0
1
PM
Project No.
08-3623-0
2
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Vieew of the wesstern face of the subject buuilding.
Propeerty
113
Descrription
Vieew of the nortthern face of the subject buuilding.
Propeerty
113
PM
Project No.
08-3623-0
3
PM
Project No.
08-3623-0
4
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Vieew of the norttheastern facee of the subjecct
buiilding.
Propeerty
113
Descrription
Vieew of the easttern face of th
he subject buiilding.
Propeerty
113
PM
Project No.
08-3623-0
5
PM
Project No.
08-3623-0
6
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Vieew of the soutthern face of the subject buuilding.
Propeerty
113
Descrription
Vieew of the centtral subject bu
uilding.
Propeerty
113
PM
Project No.
08-3623-0
7
PM
Project No.
08-3623-0
8
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Typ
pical view off the interior of
o the northernn
porrtion of the su
ubject building.
Propeerty
113
Descrription
o the subject
Typ
buiilding.
Propeerty
113
PM
Project No.
08-3623-0
9
PM
Project No.
08-3623-0
10
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Typ
o the subject
buiilding.
Propeerty
113
Descrription
o the library iin the
Typ
cen
ntral portion of
o the property
y.
Propeerty
113
PM
Project No.
08-3623-0
11
PM
Project No.
08-3623-0
12
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Typ
pical view off the land east of the subjecct
buiildings.
Propeerty
113
Descrription
Vieew of the norttheast adjoiniing property oon
Hig
ghway 28.
Propeerty
113
PM
Project No.
08-3623-0
13
PM
Project No.
08-3623-0
14
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Vieew of the eastt adjoining prroperty identiffied as
140
087 Highway 28.
Propeerty
113
Descrription
Vieew of the eastt adjoining former automottive
deaalership.
Propeerty
113
PM
Project No.
08-3623-0
15
PM
Project No.
08-3623-0
16
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Vieew of the eastt adjoining prroperty identiffied as
140
025 Highway 28.
Propeerty
113
Descrription
pical view off the south adjoining resideential
Typ
pro
operty.
Propeerty
113
PM
Project No.
08-3623-0
17
PM
Project No.
08-3623-0
18
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Typ
pical view off the west adjo
oining propertties.
Propeerty
113
Descrription
Vieew of the nortthwest adjoin
ning property.
Propeerty
113
PM
Project No.
08-3623-0
19
PM
Project No.
08-3623-0
20
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Site Photograph
P
hs
Descrription
Typ
pical view off the north adjoining resideential
dw
wellings.
Propeerty
113
Descrription
Vieew of the nortth adjoining residential
r
prooperty.
Propeerty
113
PM
Project No.
08-3623-0
21
PM
Project No.
08-3623-0
22
Photographs
P
Taken on February
F
100, 2012 by M
Matt Spain
Appendix B
ENGAGEMENT FOR PROJECT
By Stauffer at 10:51 am, Jan 26, 2012
Appendix C
SOIL SURVEY INFORMATION
United States
Department of
Agriculture
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Marion County,
Tennessee
January 26, 2012
85° 31' 6''
85° 30' 48''
Custom Soil Resource Report
Soil Map
634900
634950
635000
635050
635100
635150
635200
635250
635300
35° 12' 19''
35° 12' 19''
Minneso ta
Av
3896800
3896800
e
Minn e
so
Sh
ta Ave
3896700
Sh
Wh
Ma
in
St
3896700
Sg
Wb
us e
t ts A
Wm
ve
Ha
3896600
a ch
3896650
Ma
ss
3896600
3896650
3896750
3896750
Ba
Ma
ss
a ch
us e
t ts A
3896550
3896550
Sg
ve
35° 12' 9''
35° 12' 9''
±
634950
635000
635050
635100
Map Scale: 1:2,170 if printed on A size (8.5" x 11") sheet.
0
30
60
0
100
200
120
400
Meters
180
Feet
600
635150
635200
635250
635300
85° 30' 48''
85° 31' 6''
634900
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Units
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
MAP INFORMATION
Very Stony Spot
Wet Spot
Map Scale: 1:2,170 if printed on A size (8.5" × 11") sheet.
The soil surveys that comprise your AOI were mapped at 1:20,000.
Other
Special Line Features
Warning: Soil Map may not be valid at this scale.
Gully
Short Steep Slope
Other
Political Features
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Cities
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System: UTM Zone 16N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Marion County, Tennessee
Survey Area Data: Version 10, Jul 18, 2011
Date(s) aerial images were photographed:
8/7/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
Map Unit Legend
Marion County, Tennessee (TN115)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Ba
Barbourville loam (pope)
0.2
1.2%
Ha
Hamblen loam
0.6
3.5%
Sg
Sequatchie loam, eroded undulating phase
0.7
4.2%
Sh
Sequatchie loam, eroded rolling phase
1.7
10.4%
Wb
Waynesboro clay loam, severely eroded hilly phase
1.2
7.6%
Wh
Waynesboro loam, eroded, rolling phase
2.3
14.1%
Wm
Whitwell loam
9.6
59.0%
16.3
100.0%
Totals for Area of Interest
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
10
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. AlphaBeta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
11
Marion County, Tennessee
Ba—Barbourville loam (pope)
Map Unit Setting
Mean annual precipitation: 40 to 63 inches
Mean annual air temperature: 46 to 71 degrees F
Map Unit Composition
Pope, barbourville, and similar soils: 100 percent
Description of Pope, Barbourville
Setting
Landform: Alluvial fans
Landform position (two-dimensional): Toeslope
Landform position (three-dimensional): Base slope
Parent material: Loamy alluvium derived from sandstone and shale
Properties and qualities
Slope: 2 to 4 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.60 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: Rare
Frequency of ponding: None
Available water capacity: Moderate (about 8.9 inches)
Interpretive groups
Land capability (nonirrigated): 1
Typical profile
0 to 10 inches: Loam
Ha—Hamblen loam
Map Unit Setting
Hamblen and similar soils: 92 percent
Minor components: 8 percent
Description of Hamblen
Setting
Landform: Flood plains
12
Parent material: Loamy alluvium derived from limestone, sandstone, and shale
Drainage class: Moderately well drained
(0.60 to 2.00 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: Occasional
Available water capacity: High (about 11.4 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
Minor Components
Melvin
Percent of map unit: 8 percent
Landform: Depressions
Sg—Sequatchie loam, eroded undulating phase
Map Unit Setting
Elevation: 600 to 1,500 feet
Sequatchie and similar soils: 100 percent
Description of Sequatchie
Setting
Landform: Stream terraces
Landform position (three-dimensional): Tread
Parent material: Loamy alluvium derived from interbedded sedimentary rock
(0.60 to 2.00 in/hr)
Frequency of flooding: None
13
Interpretive groups
Land capability (nonirrigated): 2e
Typical profile
0 to 8 inches: Loam
Sh—Sequatchie loam, eroded rolling phase
Map Unit Setting
Sequatchie and similar soils: 100 percent
Description of Sequatchie
Setting
Landform position (three-dimensional): Riser
(0.60 to 2.00 in/hr)
Interpretive groups
Typical profile
0 to 8 inches: Loam
14
Wb—Waynesboro clay loam, severely eroded hilly phase
Map Unit Setting
Waynesboro and similar soils: 100 percent
Description of Waynesboro
Setting
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Parent material: Alluvium derived from interbedded sedimentary rock
(0.60 to 2.00 in/hr)
Interpretive groups
Typical profile
0 to 6 inches: Clay loam
Wh—Waynesboro loam, eroded, rolling phase
Map Unit Setting
Waynesboro and similar soils: 100 percent
15
Description of Waynesboro
Setting
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Parent material: Alluvium derived from interbedded sedimentary rock
(0.60 to 2.00 in/hr)
Interpretive groups
Typical profile
Wm—Whitwell loam
Map Unit Setting
Whitwell and similar soils: 100 percent
Description of Whitwell
Setting
Landform position (three-dimensional): Tread
Drainage class: Moderately well drained
(0.60 to 2.00 in/hr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: Rare
16
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
17
Soil Features– Marion County, Tennessee
Map symbol and
soil name
Restrictive Layer
Kind
Depth to
top
Thickness
In
In
Subsidence
Hardness
Initial
Total
In
In
Potential for frost
action
Risk of corrosion
Uncoated steel
Concrete
Ba—Barbourville
loam (pope)
Pope, barbourville
—
—
—
—
None
Low
High
—
—
—
—
None
Moderate
Moderate
—
—
—
—
None
Low
Moderate
—
—
—
—
None
Low
Moderate
—
—
—
—
None
High
High
—
—
—
—
None
High
High
—
—
—
—
None
Moderate
Moderate
Ha—Hamblen loam
Hamblen
Sg—Sequatchie
loam, eroded
undulating phase
Sequatchie
Sh—Sequatchie
loam, eroded
rolling phase
Sequatchie
Wb—Waynesboro
clay loam,
severely eroded
hilly phase
Waynesboro
Wh—Waynesboro
loam, eroded,
rolling phase
Waynesboro
Wm—Whitwell loam
Whitwell
20
Official Series Description - BARBOURVILLE Series
LOCATION BARBOURVILLE
https://soilseries.sc.egov.usda.gov/OSD_Docs/B/BARBOURVILLE.html
KY+AL TN
Established Series
Rev. JHW-AHP-JMR
01/2011
The Barbourville series consists of deep and very deep, well drained soils formed in colluvial and/or alluvial
material weathered from acid sandstones and shales. Permeability is moderately rapid. These nearly level to
strongly sloping soils are on alluvial fans, footslopes, and low stream terraces. Slopes range from 0 to 20
percent.
TAXONOMIC CLASS: Fine-loamy, mixed, active, mesic Typic Humudepts
TYPICAL PEDON: Barbourville loam--on a convex 4 percent slope on a cultivated alluvial fan. (colors are
for moist soil)
Ap--0 to 7 inches; dark brown (10YR 3/3) loam, brown (10YR 5/3) dry; weak medium granular structure;
friable; few fine roots; common fine root channels; 5 percent gravel; strongly acid; clear smooth boundary. (0
to 10 inches)
A--7 to 16 inches; dark brown (10YR 3/3) loam; brown (10YR 5/3) dry; weak medium granular structure;
friable; few fine roots; common fine root channels; 3 percent gravel; strongly acid; clear wavy boundary. (3
to 24 inches)
BA--16 to 20 inches; dark yellowish brown (10YR 4/4) loam; moderate fine subangular blocky structure;
friable; few fine roots; common fine root channels; common distinct dark yellowish brown (10YR 3/4)
organic coats on all faces of peds and lining pores and root channels; 3 percent gravel; very strongly acid;
gradual smooth boundary. (0 to 8 inches)
Bw1--20 to 32 inches; dark yellowish brown (10YR 4/4) clay loam; moderate medium subangular blocky
structure; friable; few fine roots; common fine root channels; 3 percent gravel; very strongly acid; gradual
wavy boundary.
Bw2--32 to 44 inches; dark yellowish brown (10YR 4/4) clay loam; moderate medium subangular blocky
structure; firm; few fine roots; common fine channels; 3 percent gravel; very strongly acid; gradual smooth
boundary.
Bw3--44 to 62 inches; dark yellowish brown (10YR 4/6) gravelly clay loam; common fine distinct light
yellowish brown (10YR 6/4) lithomorphic mottles; weak fine subangular blocky structure; firm; few fine root
channels; 20 percent gravel; very strongly acid; gradual smooth boundary. (combined thickness of the Bw
horizon is 20 to 60 inches)
1 of 3
1/26/2012 9:46 AM
BC--62 to 73 inches; dark yellowish brown (10YR 4/4) gravelly loam; weak medium subangular blocky
structure, friable; few fine root channels; 15 percent gravel; very strongly acid; gradual smooth boundary. (0
to 20 inches)
C--73 to 80 inches; yellowish brown (10YR 5/4) gravelly loam; massive; friable; few fine vesicular pores; 20
percent gravel; very strongly acid. (0 to 30 inches)
TYPE LOCATION: on an alluvial fan north of Crane Creek; 550 feet northeast of the confluence of Doar
Branch and Crane Creek; about 2.2 miles west of the town of Oneida in Clay County, Kentucky; 37 degrees,
16 minutes, 11 seconds N. Latitude and 83 degrees, 41 minutes, 23 seconds W. Longitude; USGS Oneida
quadrangle.
RANGE IN CHARACTERISTICS: Solum thickness ranges from 30 to 60 inches or more and depth to
bedrock ranges from 48 to more than 80 inches. Fragments, mostly gravels or channers of sandstone,
siltstone, and shale, range from 0 to 10 percent in the A and BA horizons and from 5 to 35 percent in the Bw
and C horizons. In some pedons mica flakes are common. Reaction ranges from very strongly to moderately
acid, except the upper horizons range to neutral where limed.
The Ap or A horizons have hue of 7.5YR or 10YR, value of 1 to 3, and chroma of 3 or less. Texture is loam,
silt loam, or fine sandy loam.
The BA horizon (where present) has hue of 7.5YR or 10YR, value 3 to 6, and chroma of 3 or 4. Texture is
loam, silt loam, or fine sandy loam or sandy loam.
The Bw horizon has hue of 7.5YR to 2.5Y, value 4 to 6, and chroma of 3 or 4. Texture is loam, sandy clay
loam, or clay loam. Organic stains and lithochromic mottles in shades of brown are common to a depth of 40
inches and redoximorphic features in shades of gray and brown are common below about 40 inches.
The BC and C horizons have colors and textures similar to the lower part of the Bw horizon and may include
a lithologic discontinuity. A CB horizon is present in a few pedons.
COMPETING SERIES: There are no other series in this family. The Cutshin and Zenith Series are close
competitors in a related family. Cuthsin and Zenith soils are on colluvial mountain slopes and in coves with
cool aspects. Zenith soils have siliceous mineralogy.
GEOGRAPHIC SETTING: Barbourville soils are on nearly level to strongly sloping alluvial fans, foot
slopes, and low stream terraces, mostly at the mouths of drainageways that empty into narrow streams. They
formed during the downslope movement and consequent mixing of colluvial and alluvial materials weathered
from Pennsylvanian aged sandstones, siltstones, and shales. Average annual temperature near the type
location ranges from 53 to 57 degrees F. with a mean of 56 degrees and annual precipitation ranges form 42
to 54 inches with a mean of 48 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Allegheny, Cotaco, Grigsby, Knowlton,
Orrville, Pope, Rowdy, and Shelocta soils. None of the associated soils have an umbric epipedon. Allegheny,
Cotaco, Knowlton, and Shelocta soils have argillic horizons. Grigsby and Pope soils are coarse-loamy.
Knowlton soils are fine-silty and poorly drained. Cotaco soils are moderately well or somewhat poorly
drained. Orrville soils are somewhat poorly drained.
2 of 3
1/26/2012 9:46 AM
DRAINAGE AND PERMEABILITY: These soils are well drained with moderately rapid permeability.
Surface runoff is low.
USE AND VEGETATION: Nearly all accessible areas have been cleared and and are being used for
growing crops and as pasture. Crops are corn, burley tobacco, small grains, truck crops, fruits, sorghum, and
hay. Many areas are used for home gardens and house sites. Because of their productivity and favorable
slopes, these soils are important to agriculture in the dominantly steep landscapes where they are located.
Native vegetation is forests of oaks, hickory, elm, beech, sourwood, black gum, yellow poplar, cucumber tree,
buckeye, dogwood and ironwood, and in places hemlock and pine.
DISTRIBUTION AND EXTENT: The Cumberland-Allegheny Plateau in Kentucky and Tennessee, and
possibly Virginia and West Virginia. Total extent is small.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Lexington, Kentucky
SERIES ESTABLISHED: Tennessee Agricultural Experiment Station, Cumberland County, 1943.
REMARKS: The OSD location was moved from Perry County, Kentucky to Clay County, Kentucky because
the Perry County location was flooded by the impoundment of Buckhorn Lake.
Diagnostic horizons in the pedon are:
Umbric epipedon: 0 to 16 inches, (Ap, A).
Cambic horizon: 16 to 73 inches (Bw1,Bw2,Bw3,BC)
Universtiy of Kenucky Soil Sample Number S90KY-051-002.
National Cooperative Soil Survey
U.S.A.
3 of 3
1/26/2012 9:46 AM
Official Series Description - HAMBLEN Series
1 of 3
LOCATION HAMBLEN
https://soilseries.sc.egov.usda.gov/OSD_Docs/H/HAMBLEN.html
TN+AL GA KY
Established Series
Rev. RLL:RRD
04/2001
The Hamblen series consists of very deep, moderately well drained soils on flood plains. These soils formed
in loamy alluvium from watersheds dominated by limestone, sandstone and shale. Slopes range from 0 to 3
percent.
TAXONOMIC CLASS: Fine-loamy, siliceous, semiactive, thermic Fluvaquentic Eutrudepts
TYPICAL PEDON: Hamblen silt loam -- cultivated. (Colors are for moist soil unless otherwise
stated.)
Ap--0 to 6 inches; dark yellowish brown (10YR 4/4) loam; few fine faint light yellowish brown mottles;
moderate medium granular structure; very friable; many fine roots; many fine and few medium tubular pores;
neutral; gradual smooth boundary. (5 to 10 inches thick)
Bw1--6 to 20 inches; dark yellowish brown (10YR 4/4) loam; weak fine subangular blocky and moderate
medium granular structure; very friable; common fine roots; many fine and few medium tubular pores; few
medium distinct light brownish gray (10YR 6/2) redoximorphic depletions, few medium distinct strong
brown (7.5YR 5/8) soft masses of iron accumulation; neutral; gradual smooth boundary.
Bw2--20 to 45 inches; yellowish brown (10YR 5/6) silt loam; common medium subangular blocky structure;
friable; few fine roots; common fine and medium tubular pores; common medium distinct light brownish
gray (10YR 6/2) redoximorphic depletions, common medium distinct strong brown (7.5YR 5/8) soft masses
of iron accumulation; medium acid; gradual smooth boundary. (Combined thickness of Bw horizon ranges
from about 12 to 45 inches)
C--45 to 60 inches; pale brown (10YR 6/3) silt loam; massive; friable; common fine and medium tubular
pores; common medium distinct light brownish gray (10YR 6/2) redoximorphic depletions, common medium
prominent red (2.5YR 4/8) soft masses of iron accumulation; 2 percent manganese concretions up to 1/4 inch
and common medium distinct very dark grayish brown stains; strongly acid.
TYPE LOCATION: Bledsoe County, Tennessee; about 8 miles northeast of Pikeville to Ninemile; 0.7 mile
southwest of Ninemile on Alvin C. York Highway; 200 yards east of the highway on the flood plain of Little
Creek.
RANGE IN CHARACTERISTICS: Thickness of the solum ranges from about 20 to 55 inches. Depth to
bedrock is greater than 60 inches. Content of rock fragments is normally less than 10 percent in the upper 40
inches but ranges from 0 to 15 percent and 0 to 50 percent below 40 inches. The reaction ranges from neutral
to strongly acid.
The A horizon has a hue of 10YR, value of 4 or 5 and chroma of 2 to 4. It is loam, silt loam or rarely fine
sandy loam. Some pedons have a few mottles in shades of brown.
1/26/2012 9:47 AM
Official Series Description - HAMBLEN Series
2 of 3
https://soilseries.sc.egov.usda.gov/OSD_Docs/H/HAMBLEN.html
The Bw horizon has a hue of 7.5YR to 2.5Y, value of 4 or 5 and chroma of 3 to 6. Mottles in shades of brown
or yellow are usually present. Chroma of 2 is also allowed below a depth of 20 inches. Mottles of chroma 2
or less are within 24 inches of the surface. It is dominantly silt loam or loam but includes clay loam, silty clay
loam and thin horizons of fine sandy loam.
The C horizon has hue of 7.5YR to 5Y, value of 4 to 6 and chroma of 0 to 6 or is mottled in shades of brown,
gray and red without a dominant color. Texture is the same as the Bw horizon.
COMPETING SERIES: Marietta is the only series in the same family. Marietta soils formed in mixed
Coastal Plain and Blackland Prairie sediments. They are void of coarse fragments and typically have a higher
sand content. Soils in closely related families are the Chagrin, Hontas, Lindell, Lindside, Lobdell, Monacan,
Ocana, Senecaville, Sensabaugh, Sullivan, Tuckahoe and Weaver series. All of these series except Lindell,
Monacan, Ocana, Sullivan and Tuckahoe have mixed mineralogy and mesic temperature. Lindell soils have
mixed mineralogy. Monacan soils formed in sediments from metamorphic and igneous rocks and have mixed
mineralogy. Ocana soils are well drained, have mixed mineralogy and more than 15 percent rock fragments
throughout. Sullivan soils are well drained and have no mottles of chroma 2 or less within the upper 24
inches. Tuckahoe are well drained soils that formed in sediments from metamorphic and igneous rocks and
have mixed mineralogy.
GEOGRAPHIC SETTING: Hamblen soils are on flood plains. Slopes range from 0 to 3 percent. The soil
formed in alluvium from watersheds dominated by limestone, shale and sandstone. Average annual
temperature is 58 degrees F., and average annual precipitation is 53 inches near the type location.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Sullivan series and the
Newark, Humphreys, Sequatchie and Whitwell series. The somewhat poorly drained Newark soils are
dominantly gray within 20 inches of the surface. The well drained Humphreys and Sequatchie soils and
moderately well drained Whitwell soils are on stream terraces and have an argillic horizon.
DRAINAGE AND PERMEABILITY: Moderately well drained; slow runoff; moderate permeability.
Subject to flooding except for areas that are protected.
USE AND VEGETATION: Most of the acreage is cleared and used for crops, hay and pasture. The native
vegetation was hardwood forest consisting chiefly of oaks, hickories, maples, elm, yellow-poplar, and
sycamore.
DISTRIBUTION AND EXTENT: The Great Appalachian Valley, Highland Rim, and Nashville Basin in
Tennessee and in Alabama, Georgia and Kentucky. The series is of large extent.
SERIES ESTABLISHED: Hamblen County, Tennessee; 1940.
REMARKS: Diagnostic horizons in this pedon are:
Ochric epipedon - from 0 to 6 inches (Ap horizon)
Cambic horizon - from about 6 to 45 inches (Bw horizon)
SIR = TN0085
1/26/2012 9:47 AM
Official Series Description - SEQUATCHIE Series
1 of 3
LOCATION SEQUATCHIE
https://soilseries.sc.egov.usda.gov/OSD_Docs/S/SEQUATCHIE.html
TN+AL AR GA KY MD VA
Established Series
Rev. CHP:RPS,DLN
09/2007
The Sequatchie series consists of very deep, well drained, moderately permeable soils that formed in loamy
alluvium. These soils are on low terraces, foot slopes, and benches. Water runs off the surface at a moderate
or slow rate. Slopes range from 0 to 12 percent but are dominantly less than 6 percent.
TAXONOMIC CLASS: Fine-loamy, siliceous, semiactive, thermic Humic Hapludults
TYPICAL PEDON: Sequatchie loam--cultivated. (Colors are for moist soil unless otherwise stated.)
Ap--0 to 9 inches; dark brown (10YR 3/3) loam; weak medium granular structure; friable; many fine roots;
strongly acid; clear smooth boundary. (6 to 9 inches thick)
BA--9 to 12 inches; brown (7.5YR 4/4) loam; weak medium subangular blocky structure; friable; many fine
roots; strongly acid; gradual smooth boundary. (0 to 8 inches thick)
Bt1--12 to 28 inches; brown (7.5YR 4/4) loam; weak fine and medium subangular blocky structure; friable;
many roots; discontinuous clay films on faces of peds; strongly acid; gradual smooth boundary.
Bt2--28 to 38 inches; brown (7.5YR 4/4) loam; few fine faint brown mottles; weak fine and medium
subangular blocky structure; friable; few roots; 5 percent by volume sandstone pebbles up to 3 inches in
diameter; discontinuous clay films on faces of peds; very strongly acid; gradual smooth boundary. (Combined
thickness of the Bt horizon is 18 to 40 inches.)
BC--38 to 46 inches; strong brown (7.5YR 5/6) loam; weak medium subangular blocky structure; friable;
about 5 percent by volume sandstone pebbles up to 3 inches in diameter; very strongly acid; gradual smooth
boundary. (0 to 12 inches thick)
C--46 to 72 inches; strong brown (7.5YR 5/6) sandy loam; structureless; friable; about 10 percent pebbles
and cobbles up to 6 inches in diameter; very strongly acid.
TYPE LOCATION: Sequatchie County, Tennessee; 1 1/2 miles north of Dunlap; east of Hwy. U.S. 127; 100
yards east of old paved road.
RANGE IN CHARACTERISTICS: Thickness of the solum ranges from 32 to 60 inches. Depth to bedrock
is more than 60 inches. The soil is strongly acid or very strongly acid except the A and B1 horizons are less
acid in recently limed areas. Gravel and cobbles range from 0 to 15 percent by volume in the solum. Coarse
fragments in the C horizon average from 0 to 35 percent by volume, but some subhorizons within the C
horizon may contain as much as 50 percent of coarse fragments by volume.
The A horizon has hue of 10YR or 7.5YR, value of 3 and chroma of 2 to 4. It is loam, fine sandy loam, or silt
loam.
1/26/2012 9:47 AM
Official Series Description - SEQUATCHIE Series
2 of 3
https://soilseries.sc.egov.usda.gov/OSD_Docs/S/SEQUATCHIE.html
The BA horizon, where present, has hue of 10YR, value of 4 and chroma of 3 or 4; hue of 7.5YR, value of 4
or 5, and chroma of 4 or 6; hue of 5YR, value of 4, and chroma of 4. It is loam, silt loam, or fine sandy loam.
The Bt horizon has hue of 7.5YR or 10YR, value of 4 or 5, and chroma of 4 to 8; hue of 5YR, value of 4, and
chroma of 4 or 6. Mottles in shades of brown range from none to common in the upper part and mottles in
shades of brown, yellow, gray, and red range from none to common in the lower part. It is loam, clay loam, or
silt loam. Some pedons have a silty clay loam texture, however, the weighted average clay content of the
upper 20 inches averages between 18 and 30 percent, and the content of sand coarser than very fine sand is
more than 15 percent.
The BC horizon has hue of 10YR or 7.5YR, value of 4 or 5, and chroma of 3 to 8. Mottles in shades of
brown, gray, yellow, or red range from none to common. It is loam, clay loam, fine sandy loam, or sandy
loam.
The C horizon has hue of 10YR or 7.5YR, value of 4 or 5, and chroma of 3 to 6. Mottles range from none to
many in shades of brown, gray, and yellow. The fine earth texture is fine sandy loam, sandy loam, or loam
and contains thin strata of loamy sandy.
COMPETING SERIES: These are the Humphreys soils. Similar soils are the Chavies, Hayter, State, Statler,
and Whitwell series. Chavies and Hayter soils have base saturation more than 35 percent and soil temperature
less than 59 degrees F. Humphreys soils have more than 15 percent chert fragments. State soils have an Ap
horizon with moist color value of 4 or more and have mixed mineralogy. Statler soils have mixed mineralogy.
Whitwell soils have mottles with chroma of 2 or less in the upper part of the B horizon.
GEOGRAPHIC SETTING: Sequatchie soils are on low terraces, foot slopes, and benches. Slopes are
mainly 0 to 6 percent but range from 0 to 12 percent. Near the type location mean annual air temperature is
60 degrees F. and mean annual precipitation is 53 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the similar Humphreys and Whitwell series and
the Cartecay, Hamblen, and Bruno series. Humphreys soils are on slightly higher terraces. Whitwell soils are
on slightly lower, slightly depressional areas. Cartecay, Hamblen, and Bruno soils are on slightly lower
adjacent flood plains and lack argillic horizons.
DRAINAGE AND PERMEABILITY: Sequatchie soils are well drained. Runoff is medium or slow and
permeability is moderate. The lower lying more level areas of Sequatchie soils are subject to occasional
flooding.
USE AND VEGETATION: Most of these soils are cleared and used for growing hay, pasture, corn, tobacco,
small grains, and vegetables. The native vegetation was mixed hardwoods.
DISTRIBUTION AND EXTENT: The Great Valley, and Highland Rim in Tennessee, Alabama, Georgia,
Maryland and Arkansas.
SERIES ESTABLISHED: Hamilton County, Tennessee; 1937.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - 0 to 9 inches (Ap horizon)
Argillic horizon - 12 to 38 inches (Bt horizon)
1/26/2012 9:47 AM
Official Series Description - WAYNESBORO Series
1 of 3
LOCATION WAYNESBORO
https://soilseries.sc.egov.usda.gov/OSD_Docs/W/WAYNESBORO.html
TN+AL GA KY MD VA
Established Series
Rev. JAE:RPS
09/2007
The Waynesboro series consists of very deep, well drained, moderately permeable soils that formed in old
alluvium or unconsolidated material of sandstone, shale, and limestone origin. Slopes range from 2 to 30
percent.
TAXONOMIC CLASS: Fine, kaolinitic, thermic Typic Paleudults
TYPICAL PEDON: Waynesboro loam - forested. (Colors are for moist soil unless otherwise stated.)
A--0 to 2 inches; black (10YR 2/1) loam; moderate fine granular structure; very friable; many roots; strongly
acid; abrupt smooth boundary. (0 to 3 inches thick)
E--2 to 6 inches; brown (10YR 5/3) loam; weak medium granular structure; very friable; many roots;
strongly acid; clear smooth boundary. (4 to 9 inches thick)
BA--6 to 10 inches; strong brown (7.5YR 5/6) loam; weak fine and medium subangular blocky structure;
very friable; common roots; strongly acid; clear smooth boundary. (0 to 6 inches thick)
Bt1--10 to 16 inches; yellowish red (5YR 4/6) clay loam; weak fine and medium subangular blocky structure;
friable; common roots; few faint clay films on faces of peds; strongly acid; gradual smooth boundary. (3 to 8
inches thick)
Bt2--16 to 22 inches; red (2.5YR 4/6) clay; weak fine subangular blocky structure; friable; common roots;
common distinct clay films on faces of peds; strongly acid; gradual smooth boundary. (6 to 14 inches thick)
Bt3--22 to 47 inches; dark red (2.5YR 3/6) clay; moderate medium and fine angular blocky structure; friable;
few roots; many distinct clay films on faces of peds; 3 percent pebbles; strongly acid; gradual smooth
boundary. (20 to 50 inches thick)
Bt4--47 to 60 inches; dark red (2.5YR 3/6) clay, common fine and medium prominent strong brown (7.5YR
5/6) mottles; weak medium angular blocky structure; friable; 3 percent pebbles; common distinct clay films
on faces of peds; strongly acid.
TYPE LOCATION: Loudon County, Tennessee; 2 miles northwest of Loudon; on north side of Tennessee
River, 200 feet east of gravel road which ends at north bank of Tennessee River.
RANGE IN CHARACTERISTICS: Thickness of solum and depth to bedrock are more than 60 inches. The
soil is strongly acid or very strongly acid except the surface layer where limed. Each horizon contains 0 to 15
percent chert or quartzite pebbles and sandstone cobbles, except the surface layer ranges to 25 percent.
The A horizon has hue of 10YR, value of 2 or 3 and chroma of 1 or 2. The Ap horizon has hue of 10YR to
1/26/2012 9:48 AM
2 of 3
5YR, value of 3 to 5 and chroma of 3 to 8 or hue of 2.5YR, value of 4 or 5 and chroma of 4 to 6. The 7.5YR
hue also has chroma of 2. value of 4 or 5 and chroma of 4 or 6. The E horizon, where present, has hue of
10YR, value of 4 or 5 and chroma of 2 to 4. The A, Ap and E horizons are sandy loam, fine sandy loam, loam
or silt loam. The Ap horizon is also clay loam in severely eroded areas.
Many pedons have a transitional horizon between the A or E horizon and the Bt horizon.
The Bt horizon has hue of 5YR or 2.5YR, value of 4 or 5 and chroma of 6 or 8. In addition, the upper few
inches includes hue of 7.5YR and the middle and lower parts also have hue of 2.5YR, value of 3 and chroma
of 6. Mottles are in shades of brown, yellow and red. The Bt horizon is dominantly clay loam or clay, but
ranges to sandy clay and the upper few inches ranges to sandy clay loam. Clay content of the Bt horizon
ranges from 35 to 50 percent, except the upper few inches ranges to about 28 percent in some pedons. Sand
content ranges from 20 to 50 percent.
COMPETING SERIES: These are the Dewey, Esto, Faceville, Fullerton, Henderson, Lugoff, Marlboro and
Summerton series in the same family and the closely related Collegedale, Cumberland, Decatur and Dunmore
series. Dewey soils have less than 20 percent sand in the Bt horizon and have darker colors in the upper part
of the pedon. Esto, Lugoff and Marlboro have hues of 7.5YR and 10YR in the Bt horizon. Faceville soils
formed in coastal plain sediments and do not have dark red color in the Bt horizon. Fullerton and Henderson
soils contain 15 to 35 percent rock fragments. Summerton soils formed in coastal plain sediments and have
moderately slow permeability. Collegedale soils have mixed mineralogy, have moderately slow or slow
permeability and have less than 20 percent sand in the Bt horizon. Cumberland and Decatur soils have value
of 3 and are dominantly dark red in the upper 40 inches of the argillic horizon. Cumberland also has more
than 35 percent base saturation. Dunmore soils are mesic and have less than 20 percent sand in the Bt
horizon.
GEOGRAPHIC SETTING: Waynesboro soils are on high terraces and uplands. Topography is dominantly
rolling and hilly but ranges from undulating to steep. Slopes range from 2 to 30 percent. These soils formed
in old alluvium or unconsolidated material of sandstone, shale, and limestone origin 4 to 20 feet in thickness.
Near the type location, mean annual temperature is 59 degrees F., and mean annual precipitation is 50 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Decatur and Fullerton series, and
the Allen, Etowah, and Sequatchie series. Allen and Etowah soils are fine-loamy and Etowah soils have dark
brown A horizons. Sequatchie soils have thinner sola and are fine-loamy.
DRAINAGE AND PERMEABILITY: Waynesboro soils are well drained. Runoff is medium and
permeability is moderate.
USE AND VEGETATION: About three-fourths of the soil is cleared. Principal crops are small grains, hay,
pasture, tobacco, cotton, and truck crops. Forests are of oaks, hickory, beech, elm, maple, yellow- poplar, and
in places, loblolly, shortleaf, and Virginia pines.
DISTRIBUTION AND EXTENT: Great Valley and Highland Rim in Tennessee, northern Alabama,
northwest Georgia, Maryland and Kentucky. The series is of large extent.
SERIES ESTABLISHED: Pope County, Arkansas; 1913.
REMARKS: Diagnostic horizons recognized in this pedon are:
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3 of 3
Ochric epipedon - from 0 to 6 inches (A and E horizons)
Argillic horizon - from 10 to 60 inches (Bt1-Bt4 horizons)
U.S.A.
1/26/2012 9:48 AM
Official Series Description - WHITWELL Series
1 of 3
LOCATION WHITWELL
https://soilseries.sc.egov.usda.gov/OSD_Docs/W/WHITWELL.html
TN+AL GA KY
Established Series
Rev. NTH-MKC
09/2007
The Whitwell series consists of very deep, moderately well drained soils that formed in loamy alluvium on
low stream terraces. Slopes range from 0 to 6 percent.
TAXONOMIC CLASS: Fine-loamy, siliceous, semiactive, thermic Aquic Hapludults
TYPICAL PEDON: Whitwell loam--cultivated. (Colors are for moist soil.)
Ap--0 to 9 inches; brown (10YR 4/3) loam; weak fine granular structure; friable; common very fine and fine
roots; common very fine and fine tubular pores; neutral; abrupt smooth boundary. (4 to 12 inches thick)
BE--9 to 14 inches; yellowish brown (10YR 5/6) loam, weak fine subangular blocky structure; friable; few
very fine and fine roots; many very fine and fine tubular pores; medium acid; gradual smooth boundary. (0 to
8 inches thick)
Bt1--14 to 24 inches; yellowish brown (10YR 5/6) loam; moderate fine subangular blocky structure; friable;
few very fine and fine roots; common very fine and fine tubular pores; few faint clay films on faces of peds
and in pores; strongly acid; gradual smooth boundary.
Bt2--24 to 40 inches; yellowish brown (10YR 5/4) clay loam; common fine and medium distinct light
brownish gray (2.5Y 6/2) and few fine distinct brownish yellow (10YR 6/8) mottles; moderate fine
subangular blocky structure; friable; common very fine and fine pores; few faint clay films on faces of peds
and in pores; strongly acid; clear wavy boundary. (Thickness of the Bt horizon ranges from 15 to 40 inches)
CB--40 to 52 inches; light brownish gray (10YR 6/2) loam; common fine prominent brownish yellow (10YR
6/6) and few fine distinct gray (N 5/) mottles; weak coarse platy structure; firm; few fine pores; very strongly
acid; gradual smooth boundary. (0 to 15 inches thick)
C--52 to 70 inches; light brownish gray (10YR 6/2) loam stratified with thin seams of sandy loam and loamy
sand; few fine prominent brownish yellow (10YR 6/6) and few fine distinct gray (N 5/) mottles; massive;
friable; 5 percent gravel up to 1.5 inches in diameter; very strongly acid. (5 to 30 inches thick.)
TYPE LOCATION: Sequatchie County, Tennessee; From the intersection of Rankin and Cherry Streets in
Dunlap; east 1.5 miles on Old York Highway; 1150 feet south of the Sequatchie River bridge; 650 feet east of
the river.
RANGE IN CHARACTERISTICS: Thickness of the solum ranges from 30 to 60 inches and depth to
bedrock is greater than 60 inches. Rock fragments range from 0 to 15 percent in each horizon. The fragments
are rounded and are mostly less than 3 inches across. The soil is strongly acid or very strongly acid except
where the soil has been limed.
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2 of 3
The A horizon has hue of 10YR or 7.5YR, value of 4 or 5 (or value of 3 less than 6 inches thick,) and chroma
of 2 to 4. It is loam, silt loam or sandy loam.
Most pedons have a transitional horizon between the A or E horizon and the Bt horizon and between the Bt
and C horizon.
The Bt horizon has hue of 10YR or 7.5YR, value of 4 to 6 chroma of 4 to 8. Mottles of chroma 2 or less are
present within the upper 30 inches of soil. It is loam, clay loam, sandy clay loam, silt loam or silty clay loam
and some pedons have thin subhorizons of sandy loam. The silt content is more than 25 percent.
The C horizon has hue of 10YR, 7.5YR or 2.5Y, value of 5 or 6 and chroma of 2 to 8. Mottles are in shades
of brown, yellow, and gray. It is loam, silt loam, sandy clay loam, sandy clay, or sandy loam.
COMPETING SERIES: These are the Columbus, Eunola, and Mazarn series in the same family, and the
Pelion, Sequatchie, Slagle, and Swafford series in related families. The Mollicy and Yauhannah series are
former competing series that have not been reclassified to the current edition of Soil Taxonomy. Columbus,
Eunola, Pelion, Slagle, and Yauhannah soils developed from fluvial and/or marine sediments in Southern
Coastal Plain. Mazarn soils formed in sediments from shale, silstone, and sandstone and have a paralithic
contact at 20 to 40 inches. Sequatchie soils have a dark surface layer and are well drained. Swafford soils are
normally a few feet higher and have 40 to 60 percent brittleness in part of the Bt horizon.
GEOGRAPHIC SETTING: Whitwell soils formed in loamy alluvium on low stream terraces. Slopes range
from 0 to 6 percent. Some areas are subject to rare or occasional flooding. Near the type location, mean
annual air temperature is 60 degrees F., and mean annual precipitation is 53 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Sequatchie and Swafford series
and the Humphreys, Hamblen and Sullivan series. Humphreys soils are well drained and have 15 to 35
percent fragments in the control section. Hamblen and Sullivan soils are on adjacent bottom lands and do not
have an argillic horizon.
DRAINAGE AND PERMEABILITY: Moderately well drained; slow runoff; moderate permeability.
USE AND VEGETATION: Nearly all of the soil is cropped to corn, hay, soybeans, small grains, and some
cotton and tobacco. Native vegetation was forest of oaks, hickory, beech, maple, elm, and sycamore.
DISTRIBUTION AND EXTENT: The Southern Appalachian Ridges and Valleys(MLRA 128) and
Highland Rim in Tennessee (MLRA 122), northwestern Georgia, northern Alabama, and possibly Arkansas
and Kentucky. The series is of moderate extent.
SERIES ESTABLISHED: Johnson County, Tennessee; 1948.
REMARKS: The 7/00 revision places this series in the semiactive CEC activity class.
Diagnostic horizons and featured recognized in the pedon are:
Ochric epipedon: 0 to 9 inches (Ap horizon)
Argillic horizon: 14 to 40 inches (Bt horizon)
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3 of 3
Aquic feature: mottles with chroma of 2 or less within a depth of 30 inches.
U.S.A.
1/26/2012 9:48 AM
AERIAL PHOTOGRAPHS
1130 North Main St
1130 North Main St
Whitwell, TN 37397
Inquiry Number: 3246770.4
January 31, 2012
The EDR Aerial Photo Decade Package
EDR Aerial Photo Decade Package
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
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Date EDR Searched Historical Sources:
Aerial PhotographyJanuary 31, 2012
Target Property:
1130 North Main St
Whitwell, TN 37397
Year
Scale
Details
Source
1977
Aerial Photograph. Scale: 1"=1000'
Panel #: 35085-B5, Whitwell, TN;/Flight Date: March 08, 1977
EDR
1979
EDR
1981
EDR
1989
Panel #: 35085-B5, Whitwell, TN;/Flight Date: February 09, 1989
EDR
1992
EDR
1997
EDR
1997
Panel #: 35085-B5, Whitwell, TN;/Composite DOQQ - acquisition
dates: March 21, 1997
EDR
2006
Panel #: 35085-B5, Whitwell, TN;/Flight Year: 2006
EDR
2007
EDR
2008
EDR
3246770.4
2
Subject Property
INQUIRY #:
YEAR:
3246770.4
1977
= 1000'
Subject Property
INQUIRY #:
YEAR:
3246770.4
1979
= 1000'
Subject Property
INQUIRY #:
YEAR:
3246770.4
1981
= 1000'
Subject Property
INQUIRY #:
YEAR:
3246770.4
1989
= 1000'
Subject Property
INQUIRY #:
YEAR:
3246770.4
1992
= 750'
Subject Property
INQUIRY #:
YEAR:
3246770.4
1997
= 750'
Subject Property
INQUIRY #:
YEAR:
3246770.4
1997
= 500'
Subject Property
INQUIRY #:
YEAR:
3246770.4
2006
= 500'
Subject Property
INQUIRY #:
YEAR:
3246770.4
2007
= 500'
Subject Property
INQUIRY #:
YEAR:
3246770.4
2008
= 500'
NO SANBORN FIRE INSURANCE MAPS
1130 North Main St
1130 North Main St
Whitwell, TN 37397
Inquiry Number: 3246770.3
January 26, 2012
Certified Sanborn® Map Report
Certified Sanborn® Map Report
Site Name:
1130 North Main St
1130 North Main St
Whitwell, TN 37397
Client Name:
3340 Ranger Road
Lansing, MI 48906
EDR Inquiry # 3246770.3
Contact: Matt Spain
1/26/12
The complete Sanborn Library collection has been searched by EDR, and fire insurance maps covering the target
property location provided by PM Environmental, Inc. were identified for the years listed below. The certified Sanborn
Library search results in this report can be authenticated by visiting www.edrnet.com/sanborn and entering the
certification number. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial
reproduction of maps by Sanborn Library LLC, the copyright holder for the collection.
Certified Sanborn Results:
Site Name:
Address:
City, State, Zip:
Cross Street:
P.O. #
Project:
Certification #
1130 North Main St
1130 North Main St
Whitwell, TN 37397
08-3623-0
08-3623-0
6020-4189-9EBF
UNMAPPED PROPERTY
This report certifies that the complete holdings of the Sanborn
Library, LLC collection have been searched based on client
supplied target property information, and fire insurance maps
covering the target property were not found.
Sanborn® Library search results
Certification # 6020-4189-9EBF
The Sanborn Library includes more than 1.2 million
Sanborn fire insurance maps, which track historical
property usage in approximately 12,000 American
cities and towns. Collections searched:
Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
Limited Permission To Make Copies
PM Environmental, Inc. (the client) is permitted to make up to THREE photocopies of this Sanborn Map transmittal and each fire insurance map
accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made
directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is
conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.
Disclaimer - Copyright and Trademark notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be
concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR
IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE
MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL
RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF
ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL,
INCIDENTAL CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk
levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing
any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an
environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be
construed as legal advice.
Copyright 2012 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are
the property of their respective owners.
3246770 - 3
page 2
ASSESSING DEPARTMENT RECORDS
Tennessee Property Data - Parcel Detail
1 of 4
http://www.assessment.state.tn.us/ParcelDetail3.asp?C=058
County Number: 058
County Name: MARION
Tax Year: 2012
Property Owner and Mailing Address
Jan 1 Owner:
PRYOR FRANCIS W TRUSTEE
4715 GRIFFITH HWY
WHITWELL , TN 37397
Property Location
Address: MAIN ST N 1130
Map: 050B
Grp: B
Ctrl Map: 050B
Parcel: 002.00
PI:
S/I: 000
Value Information
Reappraisal Year:
2010
Land Mkt Value:
$113,800
Land Use Value:
Improvement Value:
$172,000
Improvement Value: $172,000
Total Market Appraisal: $285,800
Total Use Appraisal: $206,800
$34,800
Assessment %:
Assessment:
25
$51,700
General Information
Class:
11 AGRICULTURAL
City #:
779
City:
SSD1:
000
SSD2:
000
District:
03
# Bldgs:
2
# Mobile Homes:
0
Utilities - Water:
1 - PUBLIC
Utilities - Sewer:
3INDIVIDUAL
Utilities - Elec:
1 - PUBLIC
Utilities - Gas:
Utilities - Gas Type:
Mkt Area:
WHITWELL
W01
0 - NONE
Zoning:
Additional Description
1/26/2012 8:58 AM
2 of 4
GBELT RECORDED 1-07-2011
V-426-1391
Building Information
Building # 001
Improvement
Type:
40 - WAREHOUSE
Base Area Sq. Ft.: 36,119
02 - CONTINUOUS
FOOTING
Foundation:
Exterior Wall:
Roof Framing:
11 - COMMON BRICK
06 - STEEL
TRUSS/PURLINS
Stories:
1
Aux Base Sq.
Ft.:
14,925
Floor System:
01 - SLAB ON
GRADE
Structural
Frame:
02 - MASONRY
PIL/STL
Roof
Cover/Deck:
09 - BUILT-UP
WOOD
Cabinet/Millwork:
02 - BELOW AVERAGE
Floor Finish:
06 - VINYL OR
CORK TYLE
Interior Finish:
06 - MASONRY
Paint/Decor:
02 - BELOW
AVERAGE
Heat and A/C:
04 - STEAM HEAT
Plumbing
Fixtures:
Bath Tile:
01 - FLOOR ONLY
Electrical:
02 - BELOW
AVERAGE
Quality:
00 - BELOW
AVERAGE
06 - EXTREMELY
IRREGULAR SHAPE
Shape:
Act Yr Built:
1929
50
Condition:
0 - SOUND
Building Areas:
Area: BAS
Sq Ft: 18,251
Area: BSF
Sq Ft: 14,925
Area: USB
Sq Ft: 17,868
Building # 002
Improvement
Type:
Base Area Sq. Ft.:
Foundation:
Exterior Wall:
40 - WAREHOUSE
Stories:
4,320
Aux Base Sq.
Ft.:
02 - CONTINUOUS
FOOTING
11 - COMMON BRICK
3
Floor System:
01 - SLAB ON
GRADE
Structural
Frame:
02 - MASONRY
PIL/STL
1/26/2012 8:58 AM
3 of 4
Roof
Cover/Deck:
06 - STEEL
TRUSS/PURLINS
Roof Framing:
09 - BUILT-UP WOOD
05 - VINYL
ASBESTOS TILE
Cabinet/Millwork:
01 - MINIMUM
Floor Finish:
Interior Finish:
06 - MASONRY
Paint/Decor:
01 - MINIMUM
Heat and A/C:
00 - NONE
Plumbing
Fixtures:
0
Bath Tile:
01 - FLOOR ONLY
Electrical:
01 - MINIMUM
01 - RECTANGULAR
DESIGN
Shape:
Act Yr Built:
00 - BELOW
AVERAGE
Quality:
Condition:
1929
0 - SOUND
Building Areas:
Area: BAS
Sq Ft: 1,440
Area: USB
Sq Ft: 2,880
Extra Features
Bldg/Card#
Type
Description
Units
001
UTL BLD
20X20
1
001
UTL BLD
11X33
1
001
CAN
001
CAN
10X116
1
001
CAN
14X18
1
1
Sale Information
Sale
Date
Price
Deed
Book
Page
01/01/2009
$80,000
408
787
01/02/1900
$0
OOO
453
01/01/1900
$0
OOO
452
Vac/Imp
Type
Instrument
Qualification
IMPROVED
WF
D
Land Information
Deed
Acres:
15.17
Calc
Acres:
0.00
Total Land
Units:
15.17
Land Type:
45 - CROP
Soil Class:
A
Units:
7.50
Land Type:
54 - PASTURE
Soil Class:
A
Units:
5.67
1/26/2012 8:58 AM
4 of 4
Land Type:
62 - WOODLAND 2
Soil Class:
Land Type:
04 - IMP SITE
Soil Class:
A
Units:
1.00
Units:
1.00
View GIS Map for this Parcel
New Search
Glossary of Terms
How to Search
Fact Sheet
Real Estate Assessment Data
Home Page
Division of
Property Assessments
Home Page
Comptroller of the Treasury
Home Page
State of Tennessee
Home Page
1/26/2012 8:58 AM
Appendix D
NO PREVIOUS SITE INVESTIGATION
Appendix E
ENVIRONMENTAL DATABASE SEARCH
1130 North Main St
1130 North Main St
Whitwell, TN 37397
Inquiry Number: 03246770.2r
January 26, 2012
The EDR Radius Map™ Report with GeoCheck®
440 Wheelers Farms Road
Milford, CT 06461
Toll Free: 800.352.0050
www.edrnet.com
FORM-BPK-HRM
TABLE OF CONTENTS
SECTION
PAGE
Executive Summary
ES1
Overview Map
2
Detail Map
3
Map Findings Summary
4
Map Findings
7
Orphan Summary
29
Government Records Searched/Data Currency Tracking
GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum
A-1
Physical Setting Source Summary
A-2
Physical Setting Source Map
A-7
Physical Setting Source Map Findings
A-8
Physical Setting Source Records Searched
A-10
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2012 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TC03246770.2r Page 1
EXECUTIVE SUMMARY
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of
environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
1130 NORTH MAIN ST
WHITWELL, TN 37397
COORDINATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
35.2040000 - 35˚ 12’ 14.40’’
85.5162000 - 85˚ 30’ 58.32’’
Zone 16
635070.6
3896476.5
688 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map:
Most Recent Revision:
35085-B5 WHITWELL, TN
1982
East Map:
35085-B4 KETNER GAP, TN
1976
AERIAL PHOTOGRAPHY IN THIS REPORT
Photo Year:
Source:
2010
USDA
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL
National Priority List
TC03246770.2r EXECUTIVE SUMMARY 1
EXECUTIVE SUMMARY
Proposed NPL
NPL LIENS
Proposed National Priority List Sites
Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL
National Priority List Deletions
Federal CERCLIS list
CERCLIS
FEDERAL FACILITY
Comprehensive Environmental Response, Compensation, and Liability Information System
Federal Facility Site Information listing
Federal CERCLIS NFRAP site List
CERC-NFRAP
CERCLIS No Further Remedial Action Planned
Federal RCRA CORRACTS facilities list
CORRACTS
Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF
RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG
RCRA-SQG
RCRA-CESQG
RCRA - Large Quantity Generators
RCRA - Small Quantity Generators
RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
US ENG CONTROLS
US INST CONTROL
Engineering Controls Sites List
Sites with Institutional Controls
Federal ERNS list
ERNS
Emergency Response Notification System
State- and tribal - equivalent NPL
SHWS
List of Inactive Hazardous Substance Sites
State and tribal landfill and/or solid waste disposal site lists
SWF/LF
Solid Waste Disposal Facilities
State and tribal leaking storage tank lists
LUST_JO
HIST_LUST CO
INDIAN LUST
Leaking Underground Storage Tanks Sites
Leaking Underground Storage Tanks Sites
Leaking Underground Storage Tanks on Indian Land
State and tribal registered storage tank lists
AST
Aboveground Storage Tanks
EXECUTIVE SUMMARY
INDIAN UST
FEMA UST
Underground Storage Tanks on Indian Land
Underground Storage Tank Listing
State and tribal institutional control / engineering control registries
ENG CONTROLS
INST CONTROL
Engineering Control Sites
Institutional Control Sites
State and tribal voluntary cleanup sites
SRP
VCP
INDIAN VCP
State Remediation Program List
Voluntary Cleanup, Oversight and Assistance Program Sites
Voluntary Cleanup Priority Listing
State and tribal Brownfields sites
BROWNFIELDS
Superfund VOAP Listing
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS
A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
ODI
DEBRIS REGION 9
SWRCY
INDIAN ODI
Open Dump Inventory
Torres Martinez Reservation Illegal Dump Site Locations
Recycling Facilities Listing
Report on the Status of Open Dumps on Indian Lands
Local Lists of Hazardous waste / Contaminated Sites
US CDL
DEL SHWS
PRIORITYCLEANERS
CDL
US HIST CDL
Clandestine Drug Labs
Deleted State Hazardous Waste Sites
DCERP Remediation Sites Listing
Registry of Contaminated Properties
National Clandestine Laboratory Register
Local Land Records
LIENS 2
LUCIS
LIENS
CERCLA Lien Information
Land Use Control Information System
Liens Information
Records of Emergency Release Reports
HMIRS
SPILLS
Hazardous Materials Information Reporting System
State Spills
Other Ascertainable Records
RCRA-NonGen
DOT OPS
RCRA - Non Generators
Incident and Accident Data
EXECUTIVE SUMMARY
DOD
FUDS
CONSENT
ROD
UMTRA
MINES
TRIS
TSCA
FTTS
HIST FTTS
SSTS
ICIS
PADS
MLTS
RADINFO
FINDS
RAATS
DRYCLEANERS
NPDES
AIRS
INDIAN RESERV
SCRD DRYCLEANERS
COAL ASH DOE
PCB TRANSFORMER
COAL ASH EPA
Department of Defense Sites
Formerly Used Defense Sites
Superfund (CERCLA) Consent Decrees
Records Of Decision
Uranium Mill Tailings Sites
Mines Master Index File
Toxic Chemical Release Inventory System
Toxic Substances Control Act
FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
FIFRA/TSCA Tracking System Administrative Case Listing
Section 7 Tracking Systems
Integrated Compliance Information System
PCB Activity Database System
Material Licensing Tracking System
Radiation Information Database
Facility Index System/Facility Registry System
RCRA Administrative Action Tracking System
Registered Facilities List
Permitted Facility Listing
Listing of Permitted Sources
Indian Reservations
State Coalition for Remediation of Drycleaners Listing
Sleam-Electric Plan Operation Data
PCB Transformer Registration Database
Coal Combustion Residues Surface Impoundments List
EDR PROPRIETARY RECORDS
EDR Proprietary Records
Manufactured Gas Plants
EDR Proprietary Manufactured Gas Plants
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
LUST: A listing of leaking underground storage tank site locations.
A review of the LUST list, as provided by EDR, and dated 09/27/2011 has revealed that there are 4
EXECUTIVE SUMMARY
LUST sites within approximately 0.5 miles of the target property.
Lower Elevation
____________________
Address
________
Direction
/ Distance
___________________
Map
_____ID
Page
_____
S 1/8 - 1/4 (0.207 mi.)
A3
9
GRACIE HOLLOWAY
125 WEST INDIANA AVENUE SSW 1/4 - 1/2 (0.462 mi.)
Current Status: 1a Completed Tank Closure
5
10
CASTLE MIDGET GROCERY
13563 HWY 28 P O BOX 43
SSW 1/4 - 1/2 (0.488 mi.)
B7
15
CASTLE’S MIDGET GROCERY, INC.
Current Status: 8 Case Closed
SSW 1/4 - 1/2 (0.488 mi.)
B8
15
CITY OF WHITWELL
EAST SPRING ST, ROUTE 4
13563 HIGHWAY 28
LUST TRUST: This list contains information on sites that had accidental releases of petroleum and are
eligible for reimbursement from the TN Petroleum UST Fund.
A review of the LUST TRUST list, as provided by EDR, and dated 06/07/2011 has revealed that there is
1 LUST TRUST site within approximately 0.5 miles of the target property.
Lower Elevation
____________________
CASTLE’S MIDGET GROCERY
Address
________
Direction
/ Distance
___________________
Map
_____ID
Page
_____
13563 HWY 28
SSW 1/4 - 1/2 (0.488 mi.)
B6
14
UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under
Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department of
Environment & Conservation’s Facility and Tank Report.
A review of the UST list, as provided by EDR, and dated 09/27/2011 has revealed that there are 2 UST
sites within approximately 0.25 miles of the target property.
Lower Elevation
____________________
Address
________
Direction
/ Distance
___________________
Map
_____ID
Page
_____
VALLEY VIEW SENIOR LIVING
Tank Status: Temporarily Out of Use
13960 HIGHWAY 28
S 0 - 1/8 (0.121 mi.)
1
7
CITY OF WHITWELL
Tank Status: Permanently Out of Use
RT.4 EAST SPRING ST.
S 1/8 - 1/4 (0.207 mi.)
A2
8
Local Lists of Registered Storage Tanks
HIST UST: This database is no longer updated by the agency. It contains records and detail fields
that the current UST database does not.
A review of the HIST UST list, as provided by EDR, and dated 09/27/2011 has revealed that there is 1
HIST UST site within approximately 0.25 miles of the target property.
EXECUTIVE SUMMARY
Lower Elevation
____________________
CITY OF WHITWELL
Address
________
Direction
/ Distance
___________________
Map ID
_____
Page
_____
S 1/8 - 1/4 (0.207 mi.)
A4
10
EXECUTIVE SUMMARY
Due to poor or inadequate address information, the following sites were not mapped. Count: 46 records.
Site
Name
____________
Database(s)
____________
210 W COMMERCE ST APT B
DON ROLLINS AMOCO
TENNESSEE DOT
RIDGE’S CONVENIENCE STORE
WHITWELL EXXON
HIGHWAY 28 MARKET
TERRY’S AMOCO
JR FOOD MARKET
MC’S CARTWRIGHT GROCERY
WHITWELL QUICK STOP
MOUNTAIN MARKET
THRESSA ANN MEARS
TERRY’S SERVICE STATION
LANHAM’S GRO STORE
BILLY BOB’S BAR AND SERVICE STATIO
DON ROLLINS AMOCO
TENN DOT
WHITWELL EXXON
TERRY’S AMOCO
JR FOOD MKT #558
WHITWELL QUICK STOP
CREEK @ HWY 283, UN-NAMED TRIBUTAR
MOUNTAIN MARKET
THRESSA ANN MEARS
LANHAM GROCERY STORE
CROSSSROADS MARKET
DON ROLLINS AMOCO
TENNESSEE DOT
JR FOOD MARKET
WHITWELL QUICK STOP
TERRY’S AMOCO
THRESSA ANN MEARS
MOUNTAIN MARKET
REDMON CONVENIENCE STORE
HOMELAND ENVIRONMENTAL SERVICES LL
MCHONE TRUCKING CO.
TATE’S CABINET SHOP
VANDERGRIFF JUNKYARD
SOUTH CENTRAL BELL WHWLTNMA
JR FOOD MART #558
WHITWELL EXXON
693 MAPLE N ST
US HIST CDL
HIST UST
HIST UST
HIST UST
UST, HIST UST
UST, HIST UST
HIST UST
HIST UST
HIST UST
HIST UST
HIST UST
HIST UST
HIST UST
UST, HIST UST
LUST
LUST
LUST
LUST
LUST
LUST
LUST
LUST
LUST
LUST
LUST
LUST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
RCRA-NonGen
RCRA-NonGen, FINDS
RCRA-NonGen, FINDS
RCRA-NonGen
RCRA-NonGen, FINDS
LUST TRUST
LUST TRUST
US CDL
EDR Inc.
EDR Inc.
MAP FINDINGS SUMMARY
Database
Target
Property
Search
Distance
(Miles)
>1
Total
Plotted
< 1/8
1/8 - 1/4
1/4 - 1/2
1/2 - 1
1.000
1.000
TP
0
0
NR
0
0
NR
0
0
NR
0
0
NR
NR
NR
NR
0
0
0
1.000
0
0
0
0
NR
0
0.500
1.000
0
0
0
0
0
0
NR
0
NR
NR
0
0
0.500
0
0
0
NR
NR
0
1.000
0
0
0
0
NR
0
0.500
0
0
0
NR
NR
0
0.250
0.250
0.250
0
0
0
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
0
0
0
0.500
0.500
0
0
0
0
0
0
NR
NR
NR
NR
0
0
TP
NR
NR
NR
NR
NR
0
1.000
0
0
0
0
NR
0
0.500
0
0
0
NR
NR
0
0
0
0
0
0
1
0
0
0
0
3
1
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
4
1
0
0
0
NPL
Proposed NPL
NPL LIENS
Delisted NPL
CERCLIS
FEDERAL FACILITY
CERC-NFRAP
CORRACTS
RCRA-TSDF
RCRA-LQG
RCRA-SQG
RCRA-CESQG
Federal institutional controls /
engineering controls registries
US ENG CONTROLS
US INST CONTROL
Federal ERNS list
ERNS
SHWS
State and tribal landfill and/or
solid waste disposal site lists
SWF/LF
LUST
LUST TRUST
LUST_JO
HIST_LUST CO
INDIAN LUST
0.500
0.500
0.500
0.500
0.500
TC03246770.2r Page 4
Database
Target
Property
Search
Distance
(Miles)
>1
Total
Plotted
< 1/8
1/8 - 1/4
1/4 - 1/2
1/2 - 1
0.250
0.250
0.250
0.250
1
0
0
0
1
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
2
0
0
0
0.500
0.500
0
0
0
0
0
0
NR
NR
NR
NR
0
0
0.500
0.500
0.500
0
0
0
0
0
0
0
0
0
NR
NR
NR
NR
NR
NR
0
0
0
0.500
0
0
0
NR
NR
0
0.500
0
0
0
NR
NR
0
0.500
0.500
0.500
0.500
0
0
0
0
0
0
0
0
0
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
0
0
0
0
TP
1.000
0.500
TP
TP
NR
0
0
NR
NR
NR
0
0
NR
NR
NR
0
0
NR
NR
NR
0
NR
NR
NR
NR
NR
NR
NR
NR
0
0
0
0
0
0.250
0
1
NR
NR
NR
1
TP
0.500
TP
NR
0
NR
NR
0
NR
NR
0
NR
NR
NR
NR
NR
NR
NR
0
0
0
TP
NR
NR
NR
NR
NR
0
UST
AST
INDIAN UST
FEMA UST
State and tribal institutional
control / engineering control registries
ENG CONTROLS
INST CONTROL
SRP
VCP
INDIAN VCP
BROWNFIELDS
US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
ODI
DEBRIS REGION 9
SWRCY
INDIAN ODI
Local Lists of Hazardous waste /
Contaminated Sites
US CDL
DEL SHWS
PRIORITYCLEANERS
CDL
US HIST CDL
HIST UST
Local Land Records
LIENS 2
LUCIS
LIENS
HMIRS
TC03246770.2r Page 5
Database
Target
Property
SPILLS
Search
Distance
(Miles)
>1
Total
Plotted
< 1/8
1/8 - 1/4
1/4 - 1/2
1/2 - 1
TP
NR
NR
NR
NR
NR
0
0.250
TP
1.000
1.000
1.000
1.000
0.500
0.250
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
0.250
TP
TP
1.000
0.500
TP
TP
0.500
0
NR
0
0
0
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
0
NR
NR
0
0
NR
NR
0
0
NR
0
0
0
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
0
NR
NR
0
0
NR
NR
0
NR
NR
0
0
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
0
0
NR
NR
0
NR
NR
0
0
0
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
0
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
NR
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1.000
0
0
0
0
NR
0
RCRA-NonGen
DOT OPS
DOD
FUDS
CONSENT
ROD
UMTRA
MINES
TRIS
TSCA
FTTS
HIST FTTS
SSTS
ICIS
PADS
MLTS
RADINFO
FINDS
RAATS
DRYCLEANERS
NPDES
AIRS
INDIAN RESERV
SCRD DRYCLEANERS
COAL ASH DOE
PCB TRANSFORMER
COAL ASH EPA
Manufactured Gas Plants
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC03246770.2r Page 6
Map ID
Direction
Distance
Elevation
1
South
< 1/8
0.121 mi.
641 ft.
Relative:
Lower
Actual:
669 ft.
MAP FINDINGS
Site
Database(s)
VALLEY VIEW SENIOR LIVING
13960 HIGHWAY 28
WHITWELL, TN 37397
UST:
Facility ID:
Owner ID:
Owner Name:
Owner Address:
Owner Address 2:
Owner City,St,Zip:
Owner Description:
Facility Status:
Regulated:
Facility Description:
Tank Status:
Compartment Capacity:
Substance Description:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankInventoryControl:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankInterstitialDblWalled:
TankInterstitialSecondContain:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeAutoLineLeakDetection:
PipeLineTightness:
PipeVaporMonitoring:
PipeGWMonitoring:
PipeInterstitialDblWalled:
PipeInterstitialSecContain:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
UST
EDR ID Number
EPA ID Number
U004157696
N/A
3580157
328250
Whitwell Senior Living, LLC
13960 Highway 28
Not reported
Whitwell, TN 37397
Commercial
Whitwell, TN 37397
Regulated
Hospital
Temporarily Out of Use
500
Diesel
1
A
Not Listed
None
Not reported
False
False
False
False
False
False
False
False
False
False
False
True
Not Listed
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
False
False
False
False
False
TC03246770.2r Page 7
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
VALLEY VIEW SENIOR LIVING (Continued)
FlexPipingType:
YearFlexPipingInstalled:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
A2
South
1/8-1/4
0.207 mi.
1094 ft.
Relative:
Lower
Actual:
686 ft.
EDR ID Number
EPA ID Number
U004157696
Not reported
Not reported
1/2/1900
11/2/1998
Not reported
True
CITY OF WHITWELL
WHITWELL, TN 37397
UST
U004167362
N/A
Site 1 of 3 in cluster A
UST:
Facility ID:
Owner ID:
Owner Name:
Owner Address:
Owner Address 2:
Owner City,St,Zip:
Owner Description:
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
3580127
303983
City Of Whitwell
13671 Highway 38
Not reported
Whitwell, TN 37397
Private
Whitwell, TN 37397
Regulated
Not Listed
Permanently Out of Use
560
Gasoline
1
A
Asphalt Coated or Bare Steel
None
Not reported
False
False
False
False
False
False
False
False
False
False
False
True
Galvanized Steel
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
TC03246770.2r Page 8
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
CITY OF WHITWELL (Continued)
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
A3
South
1/8-1/4
0.207 mi.
1094 ft.
CITY OF WHITWELL
EAST SPRING ST, ROUTE 4 BOX 300
WHITWELL, TN 37397
Relative:
Lower
LUST:
Region:
Region Number:
Facility Id:
Current Status:
Product Released:
Discovery Date:
How Discovered:
Cause:
Case Number:
Case Manager:
Case Description:
Section:
Priority:
Consultant ID:
Consultant Name:
Consultant Contact:
Consultant Contact Title:
Consultant Contact First Name:
Consultant Contact Last Name:
Consultant Contact Address2:
Consultant City:
Consultant State:
Consultant Telephone:
Owner ID:
Owner Name:
Owner Contact:
Owner Contact Title:
Owner Contact First Name:
Owner Contact Last Name:
Owner Address:
Owner City:
Owner State:
Owner Zip Code:
Owner Telephone:
Actual:
686 ft.
EDR ID Number
EPA ID Number
U004167362
False
Not reported
Not reported
False
False
False
False
False
Not reported
Not reported
8/16/1977
12/1/1990
12/1/1997
True
LUST
S107461946
N/A
STATE
3
3580127
1a Completed Tank Closure
Not reported
Not reported
Not reported
Not reported
1
WRS
Tank Closure.
FO
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
1862
CITY OF WHITWELL
Chris Morrison, City Manager
Not reported
Not reported
Not reported
EAST SPRING STREET
Whitwell
TN
37397
(423) 658-5151
TC03246770.2r Page 9
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
A4
South
1/8-1/4
0.207 mi.
1094 ft.
CITY OF WHITWELL
WHITWELL, TN 37397
Relative:
Lower
HIST UST:
Facility ID:
Owner ID:
Owner Name:
Owner Address:
Owner City,St,Zip:
Owner Telephone:
Owner Description:
Actual:
686 ft.
Relative:
Lower
Actual:
675 ft.
HIST UST
U002017228
N/A
LUST
UST
U004167372
N/A
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank Inventory Control:
Tank ATG:
Tank Vapor Monitor:
Tank Groundwater Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Cathodic Protection:
Date Installed:
Tank Leak Detection Listed:
Pipe Material:
Pipe Other Material:
Pipe Type:
Pipe Auto Line Leak Detect.:
Pipe Leak Detection Listed:
Pipe Vapor Monitor:
Pipe Groundwater Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
5
SSW
1/4-1/2
0.462 mi.
2437 ft.
EDR ID Number
EPA ID Number
3-580127
Not Listed
1862
CITY OF WHITWELL
13671 Highway 38
Whitwell, TN 37397
(423) 658-5151
Private
1
560
Gasoline
None
False
False
False
False
False
False
False
False
False
False
False
False
08/16/1977
True
Galvanized Steel
None
Not Listed
False
False
False
False
Not reported
False
False
True
GRACIE HOLLOWAY
125 WEST INDIANA AVENUE
WHITWELL, TN 37397
LUST:
Region:
Region Number:
Facility Id:
Current Status:
Product Released:
STATE
3
3580153
Not reported
TC03246770.2r Page 10
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
GRACIE HOLLOWAY (Continued)
Discovery Date:
How Discovered:
Cause:
Case Number:
Case Manager:
Case Description:
Section:
Priority:
Consultant ID:
Consultant Name:
Consultant Contact:
Consultant City:
Consultant State:
Owner ID:
Owner Name:
Owner Contact:
Owner Address:
Owner City:
Owner State:
Owner Zip Code:
Owner Telephone:
UST:
Facility ID:
Owner ID:
Owner Name:
Owner Address:
Owner Address 2:
Owner City,St,Zip:
Owner Description:
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
EDR ID Number
EPA ID Number
U004167372
Not reported
Not reported
Not reported
1
WRS
Tank Closure.
FO
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
156192
GRACIE HOLLOWAY
Not reported
Not reported
Not reported
Not reported
125 WEST INDIANA AVENUE
Whitwell
TN
37397
(423) 658-5402
3580153
309387
Gracie Holloway
125 West Indiana Avenue
Not reported
Whitwell, TN 37397
Private
Whitwell, TN 37397
Regulated
Gas Station
1000
Gasoline
1
A
None
Not reported
False
False
False
False
False
False
False
False
TC03246770.2r Page 11
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
EDR ID Number
EPA ID Number
U004167372
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
False
False
False
True
Galvanized Steel
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
False
False
False
False
False
Not reported
Not reported
1/2/1900
12/1/1984
4/5/1997
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
Whitwell, TN 37397
Regulated
Gas Station
1000
Gasoline
2
A
None
Not reported
False
False
False
False
False
False
False
False
False
False
False
True
Galvanized Steel
TC03246770.2r Page 12
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
EDR ID Number
EPA ID Number
U004167372
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
False
False
False
False
False
Not reported
Not reported
1/2/1900
12/1/1984
4/5/1997
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
Whitwell, TN 37397
Regulated
Gas Station
1000
Gasoline
3
A
None
Not reported
False
False
False
False
False
False
False
False
False
False
False
True
Galvanized Steel
Not reported
Not reported
False
Not reported
False
TC03246770.2r Page 13
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
B6
SSW
1/4-1/2
0.488 mi.
2577 ft.
Relative:
Lower
Actual:
656 ft.
EDR ID Number
EPA ID Number
U004167372
False
False
False
False
False
False
False
False
False
Not reported
Not reported
False
False
False
False
False
Not reported
Not reported
1/2/1900
12/1/1984
4/15/1997
False
CASTLE’S MIDGET GROCERY
13563 HWY 28
WHITWELL, TN 37397
LUST TRUST
S109376328
N/A
Site 1 of 3 in cluster B
LUST TRUST:
Facility Id:
Case Number:
Application Num:
Tank Owner:
Owner Id:
Deductible:
Applied Requested:
Applied Not Eligible:
Applied Net Pay:
Applied Deductible:
Applied Payment:
Total Requested:
Total Not Eligible:
Total Paid:
Total Net Pay:
Facility Status:
3580034
2
09023
CASTLE’S MIDGET GROCERY,
0
11631
Not reported
Not reported
Not reported
Not reported
Not reported
23670
2245
9794
21425
ACTIVE
TC03246770.2r Page 14
Map ID
Direction
Distance
Elevation
B7
SSW
1/4-1/2
0.488 mi.
2577 ft.
Relative:
Lower
Actual:
656 ft.
B8
SSW
1/4-1/2
0.488 mi.
2577 ft.
Relative:
Lower
Actual:
656 ft.
MAP FINDINGS
Site
Database(s)
CASTLE MIDGET GROCERY
13563 HWY 28 P O BOX 4302
WHITWELL, TN 37397
EDR ID Number
EPA ID Number
LUST
S107461902
N/A
LUST
UST
HIST UST
AIRS
U002101363
N/A
LUST:
Region:
Region Number:
Facility Id:
Current Status:
Product Released:
Discovery Date:
How Discovered:
Cause:
Case Number:
Case Manager:
Case Description:
Section:
Priority:
Consultant ID:
Consultant Name:
Consultant Contact:
Consultant City:
Consultant State:
Owner ID:
Owner Name:
Owner Contact:
Owner Address:
Owner City:
Owner State:
Owner Zip Code:
Owner Telephone:
STATE
3
3580034
Not reported
Not reported
Not reported
Not reported
1
WRS
Two Tank Closures (1993 & 1995)
FO
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
13838
CASTLE MIDGET GROCERY, INC.
Not reported
Not reported
Not reported
Not reported
P O BOX 430 HWY 28
Whitwell
TN
37397
(423) 658-6542
CASTLE’S MIDGET GROCERY, INC.
13563 HIGHWAY 28
WHITWELL, TN 37397
LUST:
Region:
Region Number:
Facility Id:
Current Status:
Product Released:
Discovery Date:
How Discovered:
Cause:
Case Number:
Case Manager:
Case Description:
STATE
3
3580034
8 Case Closed
Not reported
8/22/2008
4 Off-site Impact
Not reported
2
MBR
Not reported
TC03246770.2r Page 15
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
CASTLE’S MIDGET GROCERY, INC. (Continued)
Section:
Priority:
Consultant ID:
Consultant Name:
Consultant Contact:
Consultant City:
Consultant State:
Owner ID:
Owner Name:
Owner Contact:
Owner Address:
Owner City:
Owner State:
Owner Zip Code:
Owner Telephone:
UST:
Facility ID:
Owner ID:
Owner Name:
Owner Address:
Owner Address 2:
Owner City,St,Zip:
Owner Description:
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
EDR ID Number
EPA ID Number
U002101363
FO
High
C0526
Warmouth Environmental Services
Not reported
Not reported
Mike
Warmouth
Not reported
Hixson
TN
423-802-8666
13838
Not reported
Not reported
David
Castle
P.O. Box 430
Whitwell
TN
37397
(423) 658-6542
3580034
304310
Castle Midget Grocery, Inc.
P.O. Box 430
Not reported
Whitwell, TN 37397
Private
Whitwell, TN 37397
Regulated
Gas Station
Currently In Use
10000
Diesel
8
A
Composite (Steel w/FRP)
None
Not reported
False
False
False
True
False
True
False
False
False
False
False
False
Galvanized Steel
Not reported
TC03246770.2r Page 16
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
True
True
True
False
False
Not reported
Not reported
8/18/1995
Not reported
Not reported
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
Whitwell, TN 37397
Regulated
Gas Station
4000
Gasoline
3
A
None
Not reported
False
False
True
False
False
False
False
False
False
False
False
False
Galvanized Steel
Not reported
Not reported
False
Not reported
False
False
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 17
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
False
False
False
False
False
False
False
False
Not reported
Not reported
False
False
False
False
False
Not reported
Not reported
5/5/1975
11/11/1992
11/12/1992
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
Whitwell, TN 37397
Regulated
Gas Station
8000
Gasoline
1
A
None
Not reported
False
False
False
False
False
False
False
False
False
False
False
False
Galvanized Steel
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 18
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
False
False
False
Not reported
Not reported
False
False
False
False
False
Not reported
Not reported
5/5/1975
11/11/1992
11/12/1992
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
Whitwell, TN 37397
Regulated
Gas Station
2000
Kerosene
4
A
None
Not reported
False
False
True
False
False
False
False
False
False
False
False
False
Galvanized Steel
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 19
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
False
False
False
False
False
Not reported
Not reported
5/4/1985
5/26/1995
8/18/1995
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
Whitwell, TN 37397
Regulated
Gas Station
8000
Gasoline
2
A
None
Not reported
False
False
True
False
False
False
False
False
False
False
False
False
Galvanized Steel
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
False
False
False
False
False
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 20
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
Not reported
Not reported
5/5/1975
11/11/1992
11/12/1992
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
Whitwell, TN 37397
Regulated
Gas Station
Currently In Use
8000
Gasoline
7
A
None
Not reported
False
False
False
True
False
False
False
False
False
False
False
False
Fiberglass Reinforced Plastic
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
True
True
True
False
False
Not reported
Not reported
11/1/1992
Not reported
Not reported
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 21
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
TankNoFee:
True
Facility Status:
Regulated:
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
Whitwell, TN 37397
Regulated
Gas Station
Currently In Use
8000
Gasoline
6
A
None
Not reported
False
False
False
True
False
False
False
False
False
False
False
False
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
True
True
True
False
False
Not reported
Not reported
11/1/1992
Not reported
Not reported
True
Facility Status:
Regulated:
Whitwell, TN 37397
Regulated
Gas Station
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 22
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
Tank Status:
TankID:
CompartmentID:
TankMatDesc:
TankModsDesc:
TankOtherMaterial:
TankManualGauge:
TankTightness:
TankATG:
TankVaporMonitor:
TankGWMonitor:
TankSIR:
TankLDOther:
TankLDDeferred:
TankLDNotListed:
PipeMatDesc:
PipeModDesc:
PipeOtherMaterial:
PipeRepaired:
PipeTypeDesc:
PipeLineTightness:
PipeGWMonitoring:
PipeSIR:
PipeLDOther:
PipeLDDeferred:
PipeLDNotListed:
LDOtherMethods:
OverfillType:
OverfillInstalled:
SpillInstalled:
CPMet:
SmallDelivery:
TankEmergen:
FlexPipingType:
DateInstalled:
DateLastUsed:
DateClosed:
TankNoFee:
HIST UST:
Facility ID:
Owner ID:
Owner Name:
Owner Address:
Owner City,St,Zip:
Owner Telephone:
EDR ID Number
EPA ID Number
U002101363
Currently In Use
12000
Gasoline
5
A
None
Not reported
False
False
False
True
False
False
False
False
False
False
False
False
Not reported
Not reported
False
Not reported
False
False
False
False
False
False
False
False
False
False
Not reported
Not reported
True
True
True
False
False
Not reported
Not reported
11/1/1992
Not reported
Not reported
True
3-580034
Gas Station
13838
P.O. Box 430
Whitwell, TN 37397
(423) 658-6542
TC03246770.2r Page 23
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
Owner Description:
Private
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
4
2000
Kerosene
None
False
False
True
False
False
False
False
False
False
False
False
False
05/04/1985
False
Galvanized Steel
None
Not Listed
False
False
False
False
Not reported
False
False
True
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
8
Currently in Use
10000
Gasoline
Composite (Steel w/ FRP)
None
False
False
False
True
False
True
False
False
False
True
True
True
08/18/1995
False
Galvanized Steel
Cathodically Protected
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 24
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
Safe Suction
False
False
False
False
Not reported
False
False
False
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
7
Currently in Use
8000
Gasoline
None
False
False
False
True
False
False
False
False
False
True
True
True
11/01/1992
False
None
Pressurized
True
False
False
False
Not reported
False
False
False
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
3
4000
Gasoline
None
False
False
True
False
False
False
False
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 25
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
False
False
False
False
False
05/05/1975
False
Galvanized Steel
None
Not Listed
False
False
False
False
Not reported
False
False
True
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
2
8000
Gasoline
None
False
False
True
False
False
False
False
False
False
False
False
False
05/05/1975
False
Galvanized Steel
None
Not Listed
False
False
False
False
Not reported
False
False
True
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
6
Currently in Use
8000
Gasoline
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 26
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
None
False
False
False
True
False
False
False
False
False
True
True
True
11/01/1992
False
None
Pressurized
True
False
False
False
Not reported
False
False
False
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
1
8000
Gasoline
None
False
False
False
False
False
False
False
False
False
False
False
False
05/05/1975
False
Galvanized Steel
None
Not Listed
False
False
False
False
Not reported
EDR ID Number
EPA ID Number
U002101363
TC03246770.2r Page 27
Map ID
Direction
Distance
Elevation
MAP FINDINGS
Site
Database(s)
Pipe 2nd Contained:
Pipe SIR:
False
False
True
Tank ID:
Tank Status:
Tank Capacity:
Tank Contents:
Tank Material:
Tank 2ndary Trait:
Tank Manual Gauge:
Tank Tightness:
Tank ATG:
Tank Vapor Monitor:
Tank Double Walled:
Tank 2nd Contained:
Tank SIR:
Overfill Installed:
Spill Installed:
Date Installed:
Pipe Material:
Pipe Type:
Pipe Vapor Monitor:
Pipe Dbl Walled:
Pipe 2nd Contained:
Pipe SIR:
5
Currently in Use
12000
Gasoline
None
False
False
False
True
False
False
False
False
False
True
True
True
11/01/1992
False
None
Pressurized
True
False
False
False
Not reported
False
False
False
AIRS:
Facility Id:
Category:
Contact Name:
Contact Address:
Contact City:
Contact State:
Contact Zip:
Contact Phone:
SIC Code:
Description:
EDR ID Number
EPA ID Number
U002101363
58-0098
GS
Mr. Jonathan Castle
PO Box 430
Whitwell
TN
37397
423 658-6542
5541
Gasoline Service Stations
TC03246770.2r Page 28
Count: 46 records.
ORPHAN SUMMARY
City
EDR ID
Site Name
Site Address
Zip
Database(s)
POWELLS CROSSROADS
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
WHITWELL
U004167354
S107462104
U004184467
S107461896
U002291424
U004162662
U002097946
U002101393
U004167317
U004167542
U004167363
U004167313
S107460903
S107461936
S107461901
S107461908
S107462111
S104780996
S105165683
S107461947
U003349775
U002101395
U003612611
U003612614
U003612799
U003612652
1007371679
S107461960
U004167370
U004184475
1000918340
S107461951
S107461955
U002101404
U003612658
1000915826
1009627725
U004167361
U004162666
U003608666
U004184474
1012205381
1014401425
CROSSSROADS MARKET
BILLY BOB’S BAR AND SERVICE STATIO
DON ROLLINS AMOCO
DON ROLLINS AMOCO
DON ROLLINS AMOCO
TENNESSEE DOT
TENNESSEE DOT
RIDGE’S CONVENIENCE STORE
JR FOOD MARKET
WHITWELL QUICK STOP
TERRY’S AMOCO
TENN DOT
WHITWELL EXXON
TERRY’S AMOCO
JR FOOD MKT #558
JR FOOD MART #558
WHITWELL EXXON
WHITWELL QUICK STOP
WHITWELL EXXON
HIGHWAY 28 MARKET
TERRY’S AMOCO
JR FOOD MARKET
WHITWELL QUICK STOP
HOMELAND ENVIRONMENTAL SERVICES LL
CREEK @ HWY 283, UN-NAMED TRIBUTAR
THRESSA ANN MEARS
MOUNTAIN MARKET
MCHONE TRUCKING CO.
MOUNTAIN MARKET
THRESSA ANN MEARS
MOUNTAIN MARKET
THRESSA ANN MEARS
TATE’S CABINET SHOP
REDMON CONVENIENCE STORE
693 MAPLE N ST
VANDERGRIFF JUNKYARD
205 HWY 27
RT 1
HWY 108
HWY 108
HWY 108
RT 2
RT 2
HWY 27 POWELLSCROSS ROAD
HWY 28
HWY 28
HWY 28
HWY 28
2 RT 28
13760 HWY 28 N
HWY 28
HWY 28
HWY 28
HWY 28
13760 HWY 28 N
HWY 28
13760 HWY 28 N
14960 HWY 28
HWY 28
HWY 28
HWY 28
HWY 28
2526 HWY 283
HWY 283
RT 3
RT 3
ROUTE 3 BOX 344
RT 3
RT 3
RT 3
RT 3
RT. 4 BOX 43
9348 GRIFFITH HWY
INT HWY
INT HWY
INTERSATE HWY
693 MAPLE N ST
530 OLD STATE HIGHWAY 28
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
UST
LUST
UST
LUST
HIST UST
UST
HIST UST
HIST UST
UST
UST
UST
UST
LUST
LUST
LUST
LUST
LUST
LUST TRUST
LUST TRUST
LUST
UST, HIST UST
UST, HIST UST
HIST UST
HIST UST
HIST UST
HIST UST
RCRA-NonGen
LUST
UST
UST
RCRA-NonGen, FINDS
LUST
LUST
HIST UST
HIST UST
RCRA-NonGen, FINDS
US HIST CDL
UST
UST
HIST UST
UST
US CDL
RCRA-NonGen
TC03246770.2r Page 29
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
37397
Count: 46 records.
ORPHAN SUMMARY
City
EDR ID
Site Name
WHITWELL
WHITWELL
WHITWELL
1000405154 SOUTH CENTRAL BELL WHWLTNMA
U002101349 LANHAM’S GRO STORE
S107461886 LANHAM GROCERY STORE
Site Address
Zip
Database(s)
S SIDE SPRING ST
14546 STATE HIGHWAY 28
14546 STATE HIGHWAY 28
37397
37397
37397
RCRA-NonGen, FINDS
UST, HIST UST
LUST
TC03246770.2r Page 30
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.
Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days
from the date the government agency made the information available to the public.
NPL: National Priority List
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 06/30/2011
Date Data Arrived at EDR: 07/12/2011
Date Made Active in Reports: 09/29/2011
Number of Days to Update: 79
Source: EPA
Telephone: N/A
Last EDR Contact: 01/11/2012
Next Scheduled EDR Contact: 04/23/2012
Data Release Frequency: Quarterly
NPL Site Boundaries
Sources:
EPA’s Environmental Photographic Interpretation Center (EPIC)
Telephone: 202-564-7333
EPA Region 1
Telephone 617-918-1143
EPA Region 6
Telephone: 214-655-6659
EPA Region 3
EPA Region 7
Telephone: 913-551-7247
EPA Region 4
EPA Region 8
Telephone: 303-312-6774
EPA Region 5
EPA Region 9
Telephone: 415-947-4246
EPA Region 10
Proposed NPL: Proposed National Priority List Sites
A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule
in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on
the NPL those sites that continue to meet the requirements for listing.
Source: EPA
Telephone: N/A
NPL LIENS: Federal Superfund Liens
Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority
to file liens against real property in order to recover remedial action expenditures or when the property owner
received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.
Source: EPA
Telephone: 202-564-4267
Data Release Frequency: No Update Planned
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DELISTED NPL: National Priority List Deletions
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the
NPL where no further response is appropriate.
Source: EPA
Telephone: N/A
CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System
CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities,
private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities
List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL.
Source: EPA
Telephone: 703-412-9810
FEDERAL FACILITY: Federal Facility Site Information listing
A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive
Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities
Restoration and Reuse Office is involved in cleanup activities.
Source: Environmental Protection Agency
Telephone: 703-603-8704
Data Release Frequency: Varies
CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned
Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status
indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined
no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates
this decision was not appropriate or other considerations require a recommendation for listing at a later time.
This decision does not necessarily mean that there is no hazard associated with a given site; it only means that,
based upon available information, the location is not judged to be a potential NPL site.
Source: EPA
Telephone: 703-412-9810
CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
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Source: EPA
Telephone: 800-424-9346
RCRA-TSDF: RCRA - Treatment, Storage and Disposal
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that
move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the
waste. TSDFs treat, store, or dispose of the waste.
Telephone: (404) 562-8651
RCRA-LQG: RCRA - Large Quantity Generators
as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate
over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
Telephone: (404) 562-8651
RCRA-SQG: RCRA - Small Quantity Generators
as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate
between 100 kg and 1,000 kg of hazardous waste per month.
Telephone: (404) 562-8651
RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators
as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators
(CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.
Telephone: (404) 562-8651
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Federal institutional controls / engineering controls registries
US ENG CONTROLS: Engineering Controls Sites List
A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building
foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental
media or effect human health.
Telephone: 703-603-0695
US INST CONTROL: Sites with Institutional Controls
A listing of sites with institutional controls in place. Institutional controls include administrative measures,
such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation
care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally
required as part of the institutional controls.
Telephone: 703-603-0695
Federal ERNS list
ERNS: Emergency Response Notification System
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
Source: National Response Center, United States Coast Guard
Telephone: 202-267-2180
Data Release Frequency: Annually
SHWS: Promulgated Sites
"Inactive hazardous substance sites that constitute an imminent, substantial danger" is an inactive hazardous
substance site where there is a threat of danger to the public health, safety, or environment which is both real
and presently existing. Such situations may include, but are not limited to one or more of the following: an immediate
action is necessary to minimize an ongoing threat to the public health or pollution of the environment, an inactive
hazardous substance site where there is an active release, where direct access to the hazardous substance is not
controlled, or where incompatible hazardous substances are found in close proximity. Also known as Promulgated
Sites List.
Source: Department of Environment & Conservation
Telephone: 615-532-0900
Data Release Frequency: Semi-Annually
State and tribal landfill and/or solid waste disposal site lists
SWF/LF: Solid Waste Disposal Facilities
Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal
facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities
or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal
sites.
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Source: Department of Environment and Conservation
Telephone: 615-532-0804
LUST: Fund Eligible Leaking Underground Storage Tank Sites
A listing of leaking underground storage tank site locations.
Telephone: 615-532-0945
LUST TRUST: LUST TRUST Fund Database
This list contains information on sites that had accidental releases of petroleum and are eligible for reimbursement
from the TN Petroleum UST Fund.
Telephone: 615-532-0971
LUST_JO: Leaking Underground Storage Tanks Sites
Leaking UST sites in Carter, Greene, Hancock, Hawkins, Johnson, Sullivan, Unicoi and Washington counties.
Source: Department of Environmental Conservation, Johnson City Field Office
Telephone: 423-854-5441
HIST_LUST CO: Leaking Underground Storage Tanks Sites
A listing of leaking underground storage tank site locations from the Columbia Field Office. The listing is no
longer updated.
Source: Department of Environmental Conservation, Columbia Field Office
Telephone: 931-380-3371
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Florida, Mississippi and North Carolina.
Source: EPA Region 4
Telephone: 404-562-8677
LUSTs on Indian land in Arizona, California, New Mexico and Nevada
Telephone: 415-972-3372
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LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Telephone: 206-553-2857
A listing of leaking underground storage tank locations on Indian Land.
Telephone: 617-918-1313
LUSTs on Indian land in New Mexico and Oklahoma.
Telephone: 214-665-6597
LUSTs on Indian land in Iowa, Kansas, and Nebraska
Telephone: 913-551-7003
LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.
Telephone: 303-312-6271
UST: Facility and Tank Report
Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery
Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available
information varies by state program.
Telephone: 615-532-0945
AST: Aboveground Storage Tanks
Registered Aboveground Storage Tanks.
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Telephone: 615-532-0965
INDIAN UST R7: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).
Telephone: 913-551-7003
land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee
and Tribal Nations)
Telephone: 404-562-9424
land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal
Nations).
Source: EPA, Region 1
Telephone: 617-918-1313
land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations).
Telephone: 415-972-3368
land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).
Telephone: 312-886-6136
land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).
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Telephone: 303-312-6137
land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).
Telephone: 206-553-2857
land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).
Telephone: 214-665-7591
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.
Source: FEMA
Telephone: 202-646-5797
State and tribal institutional control / engineering control registries
ENG CONTROLS: Engineering Control Sites
Sites that have engineering controls.
Telephone: 615-532-0900
INST CONTROL: Institutional Control Sites
Sites that have institutional controls.
Telephone: 615-532-0900
SRP: State Remediation Program List
The State Remediation Program (SRP) was established in 1994 within the Division of Solid Waste Management for
the purpose of providing owners, prospective purchasers and other interested parties the means to voluntarily
investigate, clean up or monitor contaminated sites not regulated under RCRA, CERCLA or the Tennessee Division
of Underground Tanks (UST).
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Source: Department of Environemtn & Conservation
Telephone: 615-532-0853
INDIAN VCP R1: Voluntary Cleanup Priority Listing
A listing of voluntary cleanup priority sites located on Indian Land located in Region 1.
Telephone: 617-918-1102
INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.
Telephone: 913-551-7365
VCP: Voluntary Cleanup, Oversight and Assistance Program Sites
The Voluntary Cleanup Oversight and Assistance Program (VOAP) offers people the opportunity to work proactively
with state government to address necessary cleanup of a property to return it to productive use. In return for
their efforts, participants can receive a No Further Action letter and a release of liability for areas where
investigation and cleanup is conducted. The program is open to everyone with an interest in addressing contamination
at a site.
Source: Department of Environmental & Conservation
Telephone: 615-532-0912
BROWNFIELDS: Superfund VOAP Listing
Brownfields sites included on the Superfund Voluntary Cleanup, Oversight & Assistance Program listing.
Telephone: 615-532-0912
US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence
or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these
properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.
Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields
grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on
Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from
Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information
is reported back to EPA, as well as areas served by Brownfields grant programs.
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Telephone: 202-566-2777
Local Lists of Landfill / Solid Waste Disposal Sites
DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations
A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside
County and northern Imperial County, California.
Telephone: 415-947-4219
ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258
Subtitle D Criteria.
Telephone: 800-424-9346
Next Scheduled EDR Contact: N/A
SWRCY: Recycling Facilities Listing
A listing of recycling facility locations.
Telephone: 615-532-8657
INDIAN ODI: Report on the Status of Open Dumps on Indian Lands
Location of open dumps on Indian land.
Telephone: 703-308-8245
Local Lists of Hazardous waste / Contaminated Sites
US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Source: Drug Enforcement Administration
Telephone: 202-307-1000
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DEL SHWS: Deleted State Hazardous Waste Sites
A listing of sites removed from the Promulgated Sites Listing.
Telephone: 615-532-0900
PRIORITY CLEANERS: DCERP Remediation Sites Listing
Drycleaner Environmental Response Program remediation sites.
Telephone: 615-253-3876
CDL: Registry of Contaminated Properties
Pursuant to TCA 68212509 the following properties have been quarantined because of methamphetamine production,
but have not been cleaned and certified within the 60day time frame allotted by the statute. These properties
are hereby registered by the Tennessee Department of Environment and Conservation as unremediated methamphetamine
sites. This is not a comprehensive list of quarantined properties. These are properties that TDEC has been notified
as being quarantined, but have not been cleaned within the 60 day grace period. Other properties where methamphetamine
production residues are a concern may not have been quarantined, may not have been reported to TDEC, or may not
have passed the 60day grace
Telephone: 615-532-0900
US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Source: Drug Enforcement Administration
Telephone: 202-307-1000
HIST UST: Underground Storage Tank Database
This database is no longer updated by the agency. It contains records and detail fields that the current UST database
does not.
Telephone: 615-532-0945
Local Land Records
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LIENS 2: CERCLA Lien Information
A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent
Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.
CERCLIS provides information as to the identity of these sites and properties.
Telephone: 202-564-6023
LUCIS: Land Use Control Information System
LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure
properties.
Source: Department of the Navy
Telephone: 843-820-7326
LIENS: Liens Information
A listing of sites with environmental liens information.
Telephone: 615-532-0900
HMIRS: Hazardous Materials Information Reporting System
Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.
Source: U.S. Department of Transportation
Telephone: 202-366-4555
SPILLS: State Spills
A listing of spills locations.
Telephone: 615-532-0109
RCRA-NonGen: RCRA - Non Generators
as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous
waste.
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Telephone: (404) 562-8651
DOT OPS: Incident and Accident Data
Department of Transporation, Office of Pipeline Safety Incident and Accident data.
Source: Department of Transporation, Office of Pipeline Safety
Telephone: 202-366-4595
DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.
Source: USGS
Telephone: 888-275-8747
FUDS: Formerly Used Defense Sites
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers
is actively working or will take necessary cleanup actions.
Source: U.S. Army Corps of Engineers
Telephone: 202-528-4285
CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Source: Department of Justice, Consent Decree Library
Telephone: Varies
ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
Source: EPA
Telephone: 703-416-0223
UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills
shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from
the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings
were used as construction materials before the potential health hazards of the tailings were recognized.
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Source: Department of Energy
Telephone: 505-845-0011
MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes
violation information.
Source: Department of Labor, Mine Safety and Health Administration
Telephone: 303-231-5959
TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
Source: EPA
Telephone: 202-566-0250
TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
Source: EPA
Telephone: 202-260-5521
Data Release Frequency: Every 4 Years
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Source: EPA/Office of Prevention, Pesticides and Toxic Substances
Telephone: 202-566-1667
FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.
Source: EPA
Telephone: 202-566-1667
HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing
A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The
information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA
(Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions
are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters
with updated records, it was decided to create a HIST FTTS database. It included records that may not be included
in the newer FTTS database updates. This database is no longer updated.
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Telephone: 202-564-2501
HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing
A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA
regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation
of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some
EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing
EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that
may not be included in the newer FTTS database updates. This database is no longer updated.
Telephone: 202-564-2501
SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March
1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.
Source: EPA
Telephone: 202-564-4203
ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement
and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES)
program.
Telephone: 202-564-5088
PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers
of PCB’s who are required to notify the EPA of such activities.
Source: EPA
Telephone: 202-566-0500
MLTS: Material Licensing Tracking System
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Source: Nuclear Regulatory Commission
Telephone: 301-415-7169
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RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.
Environmental Protection Agency (EPA) regulations for radiation and radioactivity.
Telephone: 202-343-9775
FINDS: Facility Index System/Facility Registry System
Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more
detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Source: EPA
Telephone: (404) 562-9900
RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Source: EPA
Telephone: 202-564-4104
BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG)
and Treatment, Storage, and Disposal Facilities.
Source: EPA/NTIS
Telephone: 800-424-9346
Data Release Frequency: Biennially
DRYCLEANERS: Registered Facilities List
A list of all active registered drycleaner facilities, There may be some inactive facilities included.
Source: Dept. of Environment & Conservation
Telephone: 615-532-0900
NPDES: Permitted Facility Listing
A listing of permitted wastewater facilities.
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Telephone: 615-253-2245
AIRS: Listing of Permitted Sources
A listing of permitted sources issued by the Division of Air Pollution Control.
Telephone: 615-532-0545
INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater
than 640 acres.
Source: USGS
Telephone: 202-208-3710
SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing
The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office
of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established
drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas,
Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.
Telephone: 615-532-8599
COAL ASH DOE: Sleam-Electric Plan Operation Data
A listing of power plants that store ash in surface ponds.
Source: Department of Energy
Telephone: 202-586-8719
PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.
Telephone: 202-566-0517
FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps
of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land,
Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management,
Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.
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Source: U.S. Geological Survey
Telephone: 888-275-8747
Data Release Frequency: N/A
COAL ASH EPA: Coal Combustion Residues Surface Impoundments List
A listing of coal combustion residues surface impoundments with high hazard potential ratings.
Telephone: N/A
Manufactured Gas Plants: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants)
compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s
to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture
of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production,
such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds
are potentially hazardous to human health and the environment. The byproduct from this process was frequently
disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil
and groundwater contamination.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report.
CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through
transporters to a tsd facility.
Source: Department of Environmental Protection
Telephone: 860-424-3375
NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD
facility.
Source: Department of Environmental Conservation
Telephone: 518-402-8651
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PA MANIFEST: Manifest Information
Hazardous waste manifest information.
Source: Department of Environmental Protection
Telephone: 717-783-8990
RI MANIFEST: Manifest information
Hazardous waste manifest information
Source: Department of Environmental Management
Telephone: 401-222-2797
VT MANIFEST: Hazardous Waste Manifest Data
Source: Department of Environmental Conservation
Telephone: 802-241-3443
WI MANIFEST: Manifest Information
Source: Department of Natural Resources
Telephone: N/A
Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs
from 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarily
gas pipelines.
Electric Power Transmission Line Data
Source: Rextag Strategies Corp.
Telephone: (281) 769-2247
U.S. Electric Transmission and Power Plants Systems Digital GIS Data
Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.
AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: 312-280-5991
The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: 410-786-3000
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,
a federal agency within the U.S. Department of Health and Human Services.
Nursing Homes
Source: National Institutes of Health
Telephone: 301-594-6248
Information on Medicare and Medicaid certified nursing homes in the United States.
TC03246770.2r
Page GR-19
Public Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on elementary
and secondary public education in the United States. It is a comprehensive, annual, national statistical
database of all public elementary and secondary schools and school districts, which contains data that are
comparable across all states.
Private Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics’ primary database on private school locations in the United States.
Daycare Centers: Child Care Listing
Source: Department Of Human Services
Telephone: 615-313-4778
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal
Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002 and 2005 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetlands Inventory
Source: Tennessee Spatial Data Server
Telephone: 931-528-6481
Tennesee Lust TDEC: In 1998 EDR reviewed technical reports, phase II reports and phase II report equivalents held by the Tennessee
Department of Environment and Conservation and recorded data on leaking underground storage tanks in Davidson,
Knox, and Shelby counties.
Scanned Digital USGS 7.5’ Topographic Map (DRG)
Source: United States Geologic Survey
A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images
are made by scanning published paper maps on high-resolution scanners. The raster image
is georeferenced and fit to the Universal Transverse Mercator (UTM) projection.
STREET AND ADDRESS INFORMATION
© 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC03246770.2r
Page GR-20
GEOCHECK ®- PHYSICAL SETTING SOURCE ADDENDUM
TARGET PROPERTY ADDRESS
1130 NORTH MAIN ST
1130 NORTH MAIN ST
WHITWELL, TN 37397
TARGET PROPERTY COORDINATES
Latitude (North):
Longitude (West):
Universal Tranverse Mercator:
UTM X (Meters):
UTM Y (Meters):
Elevation:
35.204 - 35˚ 12’ 14.40’’
85.5162 - 85˚ 30’ 58.32’’
Zone 16
635070.6
3896476.5
688 ft. above sea level
USGS TOPOGRAPHIC MAP
Target Property Map:
35085-B5 WHITWELL, TN
1982
East Map:
35085-B4 KETNER GAP, TN
1976
EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
forming an opinion about the impact of potential contaminant migration.
Assessment of the impact of contaminant migration generally has two principal investigative components:
1. Groundwater flow direction, and
2. Groundwater flow velocity.
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the
geologic strata.
TC03246770.2r Page A-1
GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW DIRECTION INFORMATION
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
TOPOGRAPHIC INFORMATION
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
should contamination exist on the target property, what downgradient sites might be impacted.
TARGET PROPERTY TOPOGRAPHY
General Topographic Gradient: General SSW
802
810
716
693
684
675
667
668
679
688
715
730
725
736
755
762
739
761
782
Elevation (ft)
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
North
South
TP
1237
934
Elevation (ft)
1028
1114
750
770
775
820
761
640
694
682
688
708
680
678
719
732
812
West
East
TP
✩
Target Property Elevation: 688 ft.
0
1/2
1 Miles
Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified.
TC03246770.2r Page A-2
HYDROLOGIC INFORMATION
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
and bodies of water).
FEMA FLOOD ZONE
FEMA Flood
Electronic Data
YES - refer to the Overview Map and Detail Map
Target Property County
MARION, TN
Flood Plain Panel at Target Property:
47115C - FEMA DFIRM Flood data
Additional Panels in search area:
Not Reported
NATIONAL WETLAND INVENTORY
NWI Electronic
Data Coverage
YES - refer to the Overview Map and Detail Map
NWI Quad at Target Property
WHITWELL
HYDROGEOLOGIC INFORMATION
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
AQUIFLOW®
Search Radius: 1.000 Mile.
EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
hydrogeologically, and the depth to water table.
MAP ID
Not Reported
LOCATION
FROM TP
GENERAL DIRECTION
GROUNDWATER FLOW
TC03246770.2r Page A-3
GROUNDWATER FLOW VELOCITY INFORMATION
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary
to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
move more quickly through sandy-gravelly types of soils than silty-clayey types of soils.
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
at which contaminant migration may be occurring.
ROCK STRATIGRAPHIC UNIT
Era:
System:
Series:
Code:
GEOLOGIC AGE IDENTIFICATION
Paleozoic
Category:
Ordovician
Ordovician
O
(decoded above as Era, System & Series)
Stratified Sequence
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Map, USGS Digital Data Series DDS - 11 (1994).
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.
The following information is based on Soil Conservation Service STATSGO data.
Soil Component Name:
WAYNESBORO
Soil Surface Texture:
loam
Hydrologic Group:
Class B - Moderate infiltration rates. Deep and moderately deep,
moderately well and well drained soils with moderately coarse
textures.
Soil Drainage Class:
Well drained. Soils have intermediate water holding capacity. Depth to
water table is more than 6 feet.
Hydric Status: Soil does not meet the requirements for a hydric soil.
Corrosion Potential - Uncoated Steel: HIGH
Depth to Bedrock Min:
> 60 inches
Depth to Bedrock Max:
> 60 inches
TC03246770.2r Page A-4
Soil Layer Information
Boundary
Classification
Layer
Upper
Lower
Soil Texture Class AASHTO Group
1
0 inches
10 inches
loam
2
10 inches
16 inches
clay loam
3
16 inches
60 inches
clay loam
Silt-Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.
Silt-Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.
Silt-Clay
Materials (more
than 35 pct.
passing No.
200), Silty
Soils.
Unified Soil
Permeability Soil Reaction
Rate (in/hr) (pH)
FINE-GRAINED
SOILS, Silts and
Clays (liquid
limit less than
50%), silt.
Max: 2.00
Min: 0.60
Max: 5.50
Min: 4.50
FINE-GRAINED
SOILS, Silts and
Clays (liquid
limit less than
50%), Lean Clay
Max: 2.00
Min: 0.60
Max: 5.50
Min: 4.50
FINE-GRAINED
SOILS, Silts and
Clays (liquid
limit 50% or
more), Elastic
silt.
Max: 2.00
Min: 0.60
Max: 5.50
Min: 4.50
OTHER SOIL TYPES IN AREA
Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may
appear within the general area of target property.
Soil Surface Textures: unweathered bedrock
silt loam
Surficial Soil Types:
unweathered bedrock
silt loam
Shallow Soil Types:
No Other Soil Types
Deeper Soil Types:
sandy loam
unweathered bedrock
gravelly - loam
silt loam
silty clay loam
LOCAL / REGIONAL WATER AGENCY RECORDS
EDR Local/Regional Water Agency records provide water well information to assist the environmental
professional in assessing sources that may impact ground water flow direction, and in forming an
opinion about the impact of contaminant migration on nearby drinking water wells.
TC03246770.2r Page A-5
WELL SEARCH DISTANCE INFORMATION
DATABASE
SEARCH DISTANCE (miles)
Federal USGS
Federal FRDS PWS
State Database
1.000
Nearest PWS within 1 mile
1.000
FEDERAL USGS WELL INFORMATION
MAP ID
WELL ID
LOCATION
FROM TP
No Wells Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
MAP ID
1
WELL ID
LOCATION
FROM TP
TN0000751
1/8 - 1/4 Mile SW
Note: PWS System location is not always the same as well location.
STATE DATABASE WELL INFORMATION
MAP ID
WELL ID
LOCATION
FROM TP
No Wells Found
TC03246770.2r Page A-6
7
20
20
6 4
0
6 4 0
6 8
0
6 80
1 1
6 0
1 2 8
0
0
7 20
7 60
72
0
72
0
84
0
760
6 8 0
9 6 0
1 0 8 0
12
40
20
20
20
88
0
16
00
1 4 0
0
1 3
60
15
6 0
1
1
40
20
18
0
11 120
60 0
1
1 8
40
6 8 0
10
9 6 00
0
0
1
32
0
16
401
0
1
60
1
80
2
20
8 8 0
6 8 0
1 0 8
0
1
00
14
80
12 36
0
1
1 28 0
40
1 6
8
11 5 5 6 0
2 00 1
6
7 20
2
20
40
1 92 0
17
2 00 0
60
68 0
7 60
7 2 0
6 8
0
76
6 4 0
640
20
6 40
7
20
0
8 4 87
7
6 40
6 6 00 0
80
7
80
0 0
68
0
20
80
0
40
6 4 0
72 0
6
92
0
2 0 0
80 0
7 6 07 2 0
800
6 8 0
00
76
0
7 2
0
7 2
0
00
10
40
1
0
76
8
6 80
0
80
6 4 0
6 40
76
68 0
0
68 0
7 2 0
2 0
0
0 8 0
1 5 2 0
1 9 2 08
60
0 2
7
8 00
72
76 0
0
80
0
6 4 0
80 0
7 6072 0
7 20
7 2 0
6 80
7
8 8
0
8 4
00
1
64 1 72
0
0 1
6 8 0
2
6 4 0
0
6 8
0
84
6 4 0
60
0
9 2
0
0
8884
00
72 0
12 1
1 2 8 03 2 0
40
8 02 0
2 0 40 00
8
0
76
1
0
4
10 00
1 0
0
12
0
2 1 26 0
1 22
00
8 80
840
6 80
7 6 0
6 8 0
7
72
0
7
1
0
9
76
1
0
2
11
7 60
7 2 0
EDR Inc.
60
0
1
8
0
7 6
0
92
9
48
44
760
11 9
8 28 00
1 8 0 0 18
1 40
1 20
0
6 80
7
0
8 4
8 80
0
8 0
10
9
7
1
0
2
3
0
6 8
1
8
0
76
4 0
0
76
1
8 4 0
2 1
1
20 8
0
2 0
11
0
2 0
0
6
1
1
60
8
80
0
7 2
60
21
07 2
1
1 1 5 5 60 8
2 60 0 0
1 6
1
3 4 01 4 4 1 0 0
60 0 0 4
8 0
1 8
1 9 28 00
1 9 6 0
2 0 4 0
00
2 0
80
60
19
84 1
0 78 6 0
00
1 40
8
1
1
0
1
2
0
0
2
0
7 2
1
0
4
6 8 0
7 2 0
7 2 0
6 8 0
6 8 0
7 20
80
0
7 6 0
7
6 40
6 40
76
64
0
8 00
64
0
7 6 0
8
6 4 0
6
7 2
0
0
TN
0
GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
Map ID
Direction
Distance
Elevation
Database
1
SW
1/8 - 1/4 Mile
Lower
FRDS PWS
PWS ID:
Date Initiated:
PWS Name:
TN0000751
7609
Date Deactivated: Not Reported
INCLINE ROAD-WHITWELL
ROUTE 4
WHITWELL, TN 37397
Addressee / Facility:
Not Reported
Facility Latitude:
City Served:
Treatment Class
35 12 05
Not Reported
Not Reported
EDR ID Number
TN0000751
Facility Longitude: 085 31 09
Population:
Not Reported
Violations information not reported.
TC03246770.2r Page A-8
GEOCHECK ® - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
AREA RADON INFORMATION
State Database: TN Radon
Radon Test Results
County
_____
Total Sites
__________
Avg
__
Max <4 pCi/L
__ _______
4-10 pCi/L
_________
10-20 pCi/L
__________
20-50 pCi/L
__________
50-100 pCi/L
___________
>100 pCi/L
__________
MARION
4
1.7
3.8
0
0
0
0
0
4
Federal EPA Radon Zone for MARION County: 3
Note: Zone 1 indoor average level > 4 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.
: Zone 3 indoor average level < 2 pCi/L.
Federal Area Radon Information for MARION COUNTY, TN
Number of sites tested: 5
Area
Average Activity
% <4 pCi/L
% 4-20 pCi/L
% >20 pCi/L
Living Area - 1st Floor
Living Area - 2nd Floor
Basement
1.280 pCi/L
Not Reported
Not Reported
100%
Not Reported
Not Reported
0%
Not Reported
Not Reported
0%
Not Reported
Not Reported
TC03246770.2r Page A-9
PHYSICAL SETTING SOURCE RECORDS SEARCHED
TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds
to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data
with consistent elevation units and projection.
Scanned Digital USGS 7.5’ Topographic Map (DRG)
A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images
are made by scanning published paper maps on high-resolution scanners. The raster image
is georeferenced and fit to the Universal Transverse Mercator (UTM) projection.
HYDROLOGIC INFORMATION
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal
Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002 and 2005 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetlands Inventory
Source: Tennessee Spatial Data Server
Telephone: 931-528-6481
HYDROGEOLOGIC INFORMATION
AQUIFLOW R Information System
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Services
The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national
Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil
survey information for privately owned lands in the United States. A soil map in a soil survey is a representation
of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO)
soil survey maps.
SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Services (NRCS)
Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping
scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to
construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the
original soil survey maps. This level of mapping is designed for use by landowners, townships and county
natural resource planning and management.
TC03246770.2r
Page A-10
LOCAL / REGIONAL WATER AGENCY RECORDS
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
USGS Water Wells: USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects or has collected data on surface
water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.
STATE RECORDS
County Water Wells in Tennessee
Telephone: 615-532-0191
Water well locations in the following counties - Anderson, Blount, Bradley, Coffee, Cumberland, Davidson, Dickson,
Hamilton, Hamblen, Jefferson, Knox, Loudon, Montgomery, Maury, Madison, Putman, Robertson, Rutherford, Shelby,
Sevier, Sumner, Sullivan, Washington, Wilson, Williamson.
OTHER STATE DATABASE INFORMATION
RADON
State Database: TN Radon
Telephone: 615-299-9725
Radon Test Results
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor
radon levels.
OTHER
Airport Landing Facilities:
Private and public use landing facilities
Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
TC03246770.2r
Page A-11
STREET AND ADDRESS INFORMATION
© 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC03246770.2r
Page A-12
Appendix F
PME PROFESSIONAL RESUMES
PM Environmental, Inc. Professional Resume
Matt Spain
Staff Consultant
Education
Areas of expertise
•
Staff researcher for Phase I Environmental Site Assessments.
•
Data collection, site investigation, and preparation of Phase I Environmental Site
Assessments.
•
Collection and evaluation of data for Transaction Screens, Phase I Reports, and
preparation of reports.
•
Experience in implementation and completion of various site assessment standards
and professional protocol and commercial lending requirements (ASTM E-1527).
Michigan
•
Alabama
1-256-353-6222
•
Tennessee
•
•
www.pmenv.com
Florida
University of Tennessee
B.S. Wildlife & Fisheries Science
Certifications
•
•
40-hour HAZWOPER Training
North Carolina
spain@pmenv.com
PM
ENVIRONMENTAL, INC.
Raymond H. Siegmann
Project Consultant
Education
Areas of expertise

Staff researcher for Phase I Environmental Site Assessments.

Data collection, site investigation, and preparation of Phase I Environmental Site
Assessments.

Collection and evaluation of data for Transaction Screens, Phase II and Phase III
Environmental Site Assessments and preparation of reports.

Design and implementation of PME site database for historical research.

Implementation of various site assessment standards and professional protocol
(ASTM E-1527).

Peer technical review of Phase I Environmental Site Assessment projects using
ASTM Standard 1527.

Preparation of Baseline Environmental Assessments in accordance with the Natural Resources and Environmental Protection Act, P.A. 451 of 1994, Parts 201 and
213.

Asbestos Demolition inspections for commercial and industrial properties.

Completion of Brownfield Plans and associated regulatory paperwork.

Completion of successful E.P.A. Brownfield Grant applications for multiple municipalities.

Project investigator for Part 201 and Part 213 projects, including contaminant delineation and Initial Assessment Repot (IRA), and leaking underground storage
tank (LUST) Closure report preparation.
Michigan

Alabama
1-800-485-0090

Tennessee


www.pmenv.com
Florida

Michigan State University B.S. Psychology
Specialization: Environmental Studies, Environmental Economics
Certifications


Certified Asbestos Building Inspector
Accreditation # A30923
North Carolina
siegmann@pmenv.com
PM
ENVIRONMENTAL, INC.
Kevin M. Kruszewski, P.G.
Vice President of Environmental Risk Management
Education
Areas of expertise

Extensive experience in real estate portfolio analysis for evaluation of environmental risk associated with single and multi property transactions for the lending
industry.


Involved in the collateral and exposure analysis for over 3,000 real estate transactions; including single and multi commercial, industrial and multi state properties.
Registration

Experience in the management of environmental due diligence associated with the
foreclosed properties.
Professional Geologist
State of Indiana

Peer/Senior Technical Review for Baseline Environmental Assessments (BEA)
projects including Category N, D, and S in accordance with the Natural Resources
and Environmental Protection Act, P.A. 451 of 1994, Part 201 and 213.
Certified UST Professional
State of Michigan

Peer/Senior Technical Review for Due Care Analysis for Category N, D, and S
Baseline Environmental Assessments in accordance with Natural Resources and
Environmental Protection Act, P.A. 451 of 1994, Part 201 and 213.
Certifications

Michigan State University B.S.
Geology
OSHA 1910.120 Hazardous Waste
Training
American Red Cross Standard First
Aid and Adult CPR
Meets the definition of Environmental Professional as defined in §
312.10 of 40 CFR 312

Peer/Senior Technical Review of Phase I, Phase II, and Phase III Environmental
Site Assessment projects.


Peer/Senior Technical Review for leaking underground storage tank (LUST) projects, including for risk evaluation for the lending industry.


Technical review of land use based corrective action plans.

Experienced with Local, State, and Federal regulatory acts.
Professional Activities

Technical review of feasibility studies for the remediation of soil and groundwater.


Technical review of generic and site-specific risk assessments.


Experienced with on-site management of the containment and recovery of dense
non-aqueous phase liquids (DNAPLs).
Michigan

Alabama
1-800-313-2966

Tennessee

www.pmenv.com
Florida

Michigan Association of Environmental Professionals
Environmental Bankers Association
North Carolina
kruszewski@pmenv.com
PM
ENVIRONMENTAL, INC.
Appendix G
COMMON ACRONYMS AND TERMINOLOGY USED IN THE COURSE OF THIS
PHASE I ESA
The following is a list of common acronyms:
All Appropriate Inquiry
Asbestos Containing Materials
Aboveground Storage Tank
American Society for Testing Materials
Approximate Minimum Search Distance
Comprehensive Environmental Response, Compensation and Liability Act
Environmental Data Resources
Environmental Site Assessment
Federal Emergency Response Notification System
Large Quantity Generator
Leaking Underground Storage Tank
National Priority List
No Further Remedial Action Planned
Polychlorinated Biphenyls
Resource Conservation and Recovery Act
Small Quantity Generator
Treatment Storage and Disposal Facility
Underground Storage Tank
United States Environmental Protection Agency
AAI
ACM
AST
ASTM
ASMD
CERCLA
EDR
ESA
ERNS
LQG
LUST
NPL
NFRAP
PME
PCBs
RCRA
SQG
TSD
UST
USEPA
TERMINOLOGY
The following provides definitions and descriptions of certain terms that may be used in this
report. Several terms are defined by ASTM Standard Practice E 1527. The Standard Practice
should be referenced for further detail (such as the precise wording), related definitions, or
additional explanation regarding the meaning of terms.
Asbestos containing material (ACM): Any material found to contain greater than 1% asbestos
using an analytical method that is approved by the USEPA for asbestos analysis.
De minimis conditions: Conditions that generally do not present a material risk or harm to
public health or the environment and that generally would not be the subject of an enforcement
action if brought to the attention of appropriate governmental agencies.
Friable material: Defined in the National Emission Standards for Hazardous Air Pollutants
(NESHAP) as a material that can be pulverized or reduced to dust using hand pressure only.
General risk of enforcement action: The likelihood that an environmental condition would be
subject to enforcement action if brought to the attention of appropriate governmental agencies.
Common Acronyms & Terms
Page 1 of 2
If the circumstances suggest an enforcement action would be more likely than not, then the
condition is considered a general risk of enforcement action.
Historical recognized environmental condition (HREC): Environmental condition which in
the past would have been considered a recognized environmental condition, but which may or
may not be considered a recognized environmental condition currently. The final decision rests
with the environmental professional and will be influenced by the current impact of the historical
recognized environmental condition on the subject property. If a past release of any hazardous
substances or petroleum products has occurred in connection with the subject property, with such
remediation accepted by the responsible regulatory agency (for example, as evidenced by the
issuance of a no further action letter or equivalent), this condition shall be considered a historical
recognized environmental condition.
Non-friable material: Defined by National Emission Standards for Hazardous Air Pollutants
(NESHAP) as a material that cannot be pulverized or reduced to dust using hand pressure only.
According to NESHAP, non-friable building materials include those in Category I (packings,
gaskets, resilient floor coverings/adhesives, and asphalt roofing materials) and those in Category
II (all other materials).
Recognized environmental condition (REC): The presence or likely presence of any hazardous
substances or petroleum products on a property under conditions that indicate an existing release,
a past release, or a material threat of a release of any hazardous substances or petroleum products
into structures on the subject property or into the ground, ground water, or surface water of the
subject property. The term includes hazardous substances or petroleum products even under
conditions in compliance with laws. The term is not intended to include de minimis conditions
that generally do not present a material risk of harm to public health or the environment and that
generally would not be the subject of an enforcement action if brought to the attention of
appropriate governmental agencies.
Subject property: The area that is the focus of a Phase I Environmental Site Assessment. The
boundaries are not necessarily consistent with recorded legal descriptions of real estate, and are
defined by the User.
Suspect ACM of concern: Defined as “(I) all friable suspect ACMs (II) any non-friable suspect
ACMs expected to be disturbed by renovation or demolition activities planned for the subject
property.”
Common Acronyms & Terms
Page 2 of 2
USER’S CONTINUING OBLIGATIONS UNDER CERCLA
Conducting a Phase I ESA alone does not provide a landowner with protection against CERCLA
liability. Landowners who want to maintain a bona Fide Prospective Purchaser, an Innocent
Landowner, or a Contiguous Property Owner Defense must also comply with other preacquisition and post-acquisition requirements in the CERCLA regulations and AAI standards.
The responsibilities for each defense are summarized below.
Bona Fide Prospective Purchaser Responsibilities
The Bona Fide Prospective Purchaser defense is intended for individuals or entities purchasing a
property known to be contaminated. To obtain and maintain the defense, the individual or entity
seeking the defense must also satisfy the following requirements (AAI, Section II D.1.):
•
•
•
•
•
•
•
•
Have acquired a property after all disposal activities involving hazardous substances ceased
at the property;
Provide all legally required notices with respect to the discovery or release of any hazardous
substances at the property;
Exercise appropriate care by taking reasonable steps to stop continuing releases, prevent any
threatened future releases, and prevent or limit human, environmental, or natural resources
exposure to any previously released hazardous substance;
Provide full cooperation, assistance, and access to persons authorized to conduct response
actions or natural resource restorations;
Comply with land use restrictions established or relied on in connection with a response
action;
Not impede the effectiveness or integrity of any institutional controls;
Comply with any CERCLA request for information or administrative subpoena; and
Not be potentially liable, or affiliated with any other person who is potentially liable for
response costs for addressing releases at the property.
Innocent Landowner Responsibilities
The Innocent Landowner Defense protects individuals or entities (ultimately the “property
owner”) purchasing a property that is not known to be contaminated. The property owner must
also satisfy the following requirements to obtain and maintain the defense (AAI, Section II D.3
and CERCLA Section 107(b)(3)):
•
•
•
Have no reason to know that any hazardous substance which is the subject of a release of
threatened release was disposed of on, in, or at the facility;
Provide full cooperation, assistance and access to persons authorized to conduct response
actions at the property;
Comply with any land use restrictions and not impeding the effectiveness or integrity of any
institutional controls;
User’s Continuing Obligations
Page 1 of 2
•
•
•
•
Take reasonable steps to stop continuing releases, prevent any threatened release, and prevent
to limit human, environmental, or natural resource exposure to any hazardous substances
released on or from the landowner’s property;
Demonstrate that the act or omission that caused the release or threat of release of hazardous
substances and the resulting damages were caused by the third party with whom the person
does not have employment, agency, or contractual relationship;
Exercise due care with respect to the hazardous substance concerned, taking into
consideration the characteristics of such hazardous substance, in light of all relevant facts and
circumstances;
Take precautions against foreseeable acts or omissions of a third party and the consequences
that could result from such acts or omissions.
Contiguous Property Owner Defense
The Contiguous Property Owner Defense protects individuals or entities purchasing a property
that is not known to be contaminated, but could be contaminated by migration from a contiguous
property owned by someone else. To qualify as a contiguous property owner, a landowner must
have no knowledge of contamination prior to acquisition, or reason to know of contamination at
the time of acquisition, have conducted AAI, and meet all of the criteria set forth in AAI Section
II.D.2 and CERCLA Section 107(q)(1)(A), which include:
•
•
•
•
•
•
•
•
Not cause, contribute, or consent to the release or threatened release;
Not be potentially liable nor affiliated with nay other person potentially liable for response
costs at the property;
Take reasonable steps to stop continuing releases, prevent any threatened release, and prevent
or limit human, environmental, or natural resource exposure to any hazardous substances
released on or from the landowner’s property;
Provide full cooperation, assistance, and access to persons authorized to conduct response
actions or natural resource restorations;
Comply with land use restrictions established or relied on in connection with a response
action;
Not impede the effectiveness or integrity of any institutional controls;
Comply with any CERCLA request for information or administrative subpoena;
Provide all legally required notices with respect to discovery or release of any hazardous
substances at the property.
Persons who know, or have reason to know, that the property is or could be contaminated at the
time of acquisition of a property cannot qualify for the liability protection as a contiguous
property owner, but may be entitles to Bona Fide Prospective Purchaser status.
User’s Continuing Obligations
Page 2 of 2

Former Whitwell Middle School - Chattanooga

Transcription

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