·K-E·/ CONSULTANTS INCORPORATED

Mr. Hank Daughtry AAA Storage 25300 1lI-10 West San Antonio, Texas 78257

Dear Mr. Daughtry:

7329 Reindeer Trail San Antonio, Texas 78238 (210) 680-3767 FAX (210) 680-3763

March 16, 1993

Subject: Phase I ESA UHL'S STORAGE· San Antonio, Texas

Job No. 310079

We have completed our asseAAIllent of the above referenced property. The

findings of our work are presented in the attached report. An executive summary of

the report, together with conclusions and recommendations, is included as Attachment

A to this letter. Our invoice for this Phase I ESA is enclosed.

Please review the attached report and contact me at (210) 680-3767 if you have

any questions or comments. We appreciate providing environmental services for you

and look forward to future projects.

Enclosure

Sincerely,

KEf CONSULTANTS, INC.

Carl M. Lehman, CEA Project Manager

000001

ATIACHMENT A

This report presents the results of an Environmental Site Assessment conducted

at the Uhl Storage property located at 6200 Grissom Road in San Antonio, Texas.

A site visit was conducted on March 2, 1993 by Mr. Carl M. Lehman of KEI

Consultants, Inc. The property was observed to be approximately 8.5 acres of land

improved with twelve buildings used as, a storage facility. A portion of one building

was being leased by Elton's Automotive Service" an auto- maintenance shop. The

following points summarize our findings:

~ Review of the title search revealed the property was owned by various

individuals until acquired by Earl J. Uhl in 1960, 1961, 1965, and 1967.

Right-of-ways were granted to the State of Texas in 1955.

~ Review of aerial photographs indicated the site consisted of primarily vacant

land with Building 1 in 1954, and was occupied by eleven of the existing

buildings in 1991.

~ A review of available historical city (Cole) directories and fire insurance

maps (Sanborns) revealed the site was not included in the area covered.

~ Mr. UbI indicated the site was previously occupied by an airfield during

World War II. However; no information or aerial photographs could be

located concerning the air field. Southwest Tank Co. previously occupied

Building 1 on-site, and constructed municipal water. storage tanks.

~ One aboveground used oil tank (U01) was observed on the central section

Natalia, Texas. It was last emptied in January, 1993. An active water well

and water storage tank were observed near the entrance to the site. Mr.

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Uhl indicated there were three septic tanks and associated leach fields

located on-site. Mr. UbI stated that a radiator repair shop was once located

on-site, and that antifreeze may have been poured into one of the septic

systems. He ah;o indicated there has never been any known problems with

the water wen on-site~

~ Five pole-mounted transformers were located on-site. No leakage, surface

or soil staining was observed from the transformers. Mr. Voigt, City Public

Service, indicated they do not have any transformers with a PCB-content

greater than 500 ppm (parts per million).

.. No evidence of underground petroleum storage tanks, illegal dumping of

regulated substances, visible air emissions, surface impoundments, grease

traps, or soil or water discoloration was noted on the property.

~ ~e fonowing potentia11y hazardous materials were noted in Building W,

which was located in the central section of the site and marked for

flammable materials: Gasoline (approximately 18-gallons in various

containers), varsol parts cleaner, kerosene, blacktop sealer, plastic and

acrylic roof cement, paints (spray cans and I-gallon cans), insecticides, and

herbicides. AU materials were labeled, the containers were in good

condition, and not leaking. Mr. Ubl indicated he previously mixed herbicide

with diesel fuel and sprayed the site to control weeds.

Analytical results

indicated none of the materials sampled contained asbestos.

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~ Adjacent properties were public roadways, commercial establishments,

residential ar~ and vacant land. One aboveground storage tank (ASI)

and what appeared to be a vent pipe for an underground storage tank, were

noted adjacent to the south, and three AST's were noted adjacent to the

north. One of the adjacent north AST's was observed to be leaking at the

time of the site visit. The soil under this AST was saturated with diesel fueL

.. Area reconnajnance and a review of regulatory agency lists revealed three

RCRA sites, four PST sites, and one LPST site within a 1/2 mile radius of

the subject property. None of the above RCRA sites appeared on the

RCRA Violators List. The LPST site is the location of a former Chevron

petroleum retail facility at the intersection of Grissom Road and Bandera

Road. The priority of the site was 6 (soil contamination - no remedial

action required) and the status was 2A (Phase 2 in progress).

~ Mr. Charles Schauer, Leon Valley Water Works, indicated that

approximately 30 years ago a Diamond Shamrock, later a Chevron, service

station at the intersection of Grissom Road and Bandera Road,

approximately 1800 feet northeast of the site, had an underground gasoline

tank leak. The gasoline spread throughout the area at a depth of

approximately 500 feet below the surface. People with water wells in the

area at that depth reported gasoline in the water. All known affected wells

were sealed. No attempt was made at that time to remediate the site or

clean up the affected ground water.

~ A review of GEOMAP Oil and Gas Well Maps indicated no oil wells, gas

wells, or dry holes within a 1/2 mile radius of the site.

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Based on the observations made during the site visit and the information

obtained during this Environmental Site Assessrnen~ there is a potential of subsurface

impact from the fuel leak that occurred 30 years ago, and the adjacent leaking AST.

There is also the potential of soil impact from the use of the herbicide/diesel fuel

mixture to control weeds on the site, and suspected antifreeze in the septic system

from the former radiator shop.

LPST: If additional information is desired, the Texas Water Commission's LPST

file for the former Chevron petroleum retail facility, 0.5 miles northeast and up

gradient of the site, be obtained and reviewed. We estimate the cost of this service

to be on the order of $500 to $1000.

Water Well Sample: We recommend sampling the water well in accordance with

Texas Department of Health guidelines. The sample should also be analyzed for the

presence of total petroleum hydrocarbons (TPH) and herbicides. We estimate the

cost of this service to be on the order of $500 to $750.

Soil Borings: We recommend a subsurface investigation consisting of

approximately six soil borings, be conducted in the area of the leach field that may

have been affected by the antifreeze from the former radiator shop. The samples

should be analyzed for the presence of TPH, ethylene glycol, and herbicides. We

estimate the cost of this service to be on the order of $5000 to $8000.

KEI Consultants

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-.~. • -'C01lSUtlANlTS--:-'--~ -----.--.. ---.---.,----.~----.~ ~--.--,-- ... -----

-,--~.-~ ~NCORPORATED----·-

ENVIRONMENTAL SITE ASSESSMENT

UHL'S STORAGE SAN ANTONIO, TEXAS

000006

.. CONSULTANTS .. INCORPORATED

7329 Reindeer Trail San Antonio, Texas 78238 (210) 680-3767 FAX (210) 680-3763

ENVIRONMENTAL SITE AsSESSMENT

UHL'S SI'ORAGE 6200 GRISSOM ROAD

SAN ANTONIO~ TEXAS

Prepared for

Mr. Hank Daughtry

AAA Storage 25300 ill-10 West

San Antonio, Texas 78257

KEI CONSULTANTS, INC.

Cad M. Lehm~ CEA, Project Manager

Cruseturner, CEA, Project Coordinator

erz Michael F. Redfern, CEA, Senior Project Coordinator

Job No. 310079 March 16, 1993

000007

r I I ,

TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY

2.0 OBJECTIVES

3.0 srm OVERVIEW

4.0 srm BACKGROUNDIOPERATING HISTORY 4.1 Current Owne§bip 4.2 Prior OwnersJUv 4.3 Review of Aerial Photographs 4.4 Historical City DirectoriesIFire Insurance Maps 4.5 Results of On-Site Personnel and Site Information Interviews

5.0 ENVIRONMENTAL SEITING 5.1 Surface Water Characteristics 5.2 Ground Water Charactemtics

6.0 RESULTS OF TIlE ON-Srm INSPECTION 6.1 Observations 6.2 Regulated Substance/Material Identification/lnventory 6.3 Area ReconnaiS9RCe 6.4 Sampling Results

7.0 REGULATORY/GOVERNMENTAL AGENCY INQUIRIES 7.1 Federal and State Regulatory Agency Inquiries 7.2 Local Government Inquiries

8.0 REFERENCES

APPENDICES APPENDIX A - Reoorded' Chain of Trtle APPENDIX B - Aerial Photographs APPENDIX C - Site Photographs. APPENDIX D - Analytical Results

LIST OF FIGURES FIG. 1 - Site- Location Map FIG. 2 - Site PIan FIG. 3 - Site Geologic Map

LIST OF TABLES TABLE I - Asbestos Sampling Summary TABLE n - Agency Review

.1

4

4

5

8

9

14

19

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•

1.0 EXECUTIVE SUMMARY

This report presents the results of an Environmental Site Assessment conducted

at the UbI Storage property located at 6200 Grissom Road in San Antonio, Texas.

A site visit was conducted on March 2, 1993 by Mr. Carl M. Lehman of KEI

Consultants, Inc. The property was observed to be approximately 8.5 acres of land

improved with twelve buildings used as a storage facility. A portion of one building

was being leased by Elwllts Automotive Service,. an auto maintenance shop. The

following points summarize our findings:

~ Review of the title search revealed the property was owned by various

individuals until acquired by Earl J. Uhl in 1960, 1961, 1965, and 1967.

Right-of-ways were granted to the State of Texas in 1955.

~ Review of aerial photographs indicated the site consisted of primarily vacant

land with Building 1 in 1954, and was occupied by eleven of the existing

buildings in 1991.

~ A review of available historical city (Cole) directories and fire insurance

maps (Sanborns) revealed the site was not included in the area covered.

~ Mr. UbI iadicated the site was previously occupied by an airfield during

World; War II. However, no information or aerial photographs could be

located concerning the air field Southwest Tank Co. previously occupied

Building lon-site, and constructed municipal water storage tanks.

~ One aboveground used oil tank (U01) was observed on the central section

of the site. The UOT is emptied when necessary by Texas Oil Salvage of

Na~ Texas. It was last emptied in January, "1993. An active water well

and water storage tank were observed near the entrance to the site. Mr .

1 . KEI Consultants

" ~"

000009

• j

I I ,

UbI indicated there were three septic tanks and associated leach fields·

located on-site. Mr. UbI stated that a radiator repair shop was once located

on-~ and that antifreeze may have been poured into one of the septic

system& He a1so indicated there has never been any known problems with

the water weB on-site~

.. Five po1e-mouDted transformers were located on-site. No leakage, surface

or soil staining was: observed from the transformers. Mr. Voigt, CityPub1ic

Se~ indicated they do not have any transformers with a PCB-content

greater than 500 ppm (parts per million).

.. No evidence of underground petroleum storage tanks, illegal dumping of

regulated substan~ visible air emissions, surface impoundments, grease

trap~ or soil or water discoloration was noted on the property.

.. The following potentially hazardous materials were noted in Building W,

which was located in the central section of the site and marked for

flammable materials: Gasoline (approximately IS-gallons in various

containers), varsol parts cleaner, kerosene, blacktop sealer, plastic and

acrylic:rooficemen~ paints (spraycan.s and I-gallon cans), insecticides, and

herbicide&, All materials were labeled, the containers were in good

condi~ and not leaking.. Mr. UhI indicated he previously mixed herbicide

with diesel mel and sprayed the site to control weeds.

A pre1imiDary asbestos survey was conducted at the site. Analytical results

indicated none of the materials sampled contained asbestos.

2 .. KEI Consultants

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Ie;":

I I 1'--

~ Adjacent properties were public roadways, commercial establishments,

residential areas, and vacant Jand. One aboveground storage tank (AS1)

and what appeared to be a vent pipe for an underground storage tank, were

noted adjacent to the south, and three ASTs were noted adjacent to the

north. One of the adjacent north AST's was observed to be leaking at the

time of the site visit. The soil under this ASf was saturated with diesel fuel

~ Area reconnaissance and a review of regulatory agency lists revealed three

RCRA sites, four PST sites, and one LPST site within a 1;2 mile radius of

the subject property. None of the above RCRA sites appeared on the

RCRA Violators List. The LPST site is the location of a former Chevron

petroleum retail facility at the intersection of Grissom Road and Bandera

Road. The priority of the site was 6 (soil contamination - no remedial

action required) and the status was 2A (phase 2 in progress).

~ Mr. Charles Schauer, Leon Valley Water Works, indicated that

approximately 30 years ago a Diamond Shamrock, later a Chevron, service

station at the intersection of Grissom Road and Bandera Road,

approximatel¥ 1800 feet northeast· of the si~ had an underground gasoline

tank leak. . The gasoline spread throughout the area at a depth of

approximately 500 feet below the surface. People with water wells in the

area at that depth reported gasoline in the water. All known affected wells

were sealed. No attempt was made at that time to remediate the site or

clean up the affected ground water.

A review of GEOMAP Oil and Gas Well Maps indicated no oil wells, gas

wells, or dry holes within a 1/2 mile radius of the site.

3 KEI Consultants

000011

I I I 1-

2.0 OBJECTIVES

The purpose of this assessment is to obtain commonly known or reasonably

ascertainable information concerning current and prior ownership and uses of the

subject property; to observe the property to determine the presence or potential

presence of regulated materials; and to obtain. samples of regulated materia1s as

directed by AAA Storage.

The scope of this study included a ~ visit,.1'eview of site history and regulatory

agency datab~ and an environmental a&.¥SSDlent of the property. This study was

authorized by Mr. Hank Daughtry of AAA Storage and has been performed for the

client for use in assessing existing or potential environmental concerns associated with

the property. The use of this report by third parties is the client's sole responsibility.

The observations, findings, and conclusions within this report are based on

professional judgement and data gathered during the course of the assessment. If any

additional information is known or enoountered concerning the site, it should be

forwarded to this office for possible reevaluation of conclusions.

3.0 SITE OVERVIEW

A site visit was conducted on March 4- 1993 by Mr. Carl M. Lehman of KEI

Consultan~ Inc. The site was located at 6200 Grissom Road in San Antonio, Texas

and was observed to be approximately as acres of land improved with twelve

buildings used as a storage facility. A portion of one building was being leased by

Elton's Automotive Service, an auto maintenance shop. The property is legally

described as an 8.775 acre tract of land out of Tracts 7, 8, 9, 10, 11, 12, and 13,

C.B. 5955, Leon Valley Ranches, recorded in Volume 2575 at Page 228 of the Plat

. 4 KEI Consultants

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I

-I I

Records of Bexar County, Texas, out of the J. M. Hernandez O.S. 1861/2, Abstract 317,

C.B. 4431, Bexar County, Texas. The property is geographically located at Latitude

2go 28' 52" and Longitude 98" 37' 44". A Site Location Map and Site Plan are

presented as FIGs. 1 and 2.

4.0 SITE BACKGROUND/OPERATING mSTORY

Site history information was obtained by researching aerial photographs,

performing a title search,. and conducting personal interviews with area residents.

4.1 Current Ownership

Review of the title search performed by Paloma Energy Resources Company of

San Antonio, Texas indicated the last recorded instrument was to Earl J. Ubl, who

acquired the property in 1960, 1961, 1965, and 1967.

4.2 Prior Ownership

Review of the recorded chain of title revealed the property was owned by various

individuals until acquired by Earl J. UhL Right-of-ways were granted to the State of

Texas in 1955. The oldest deed encountered in the title search was dated February,

1942 and showed Hugh A Rogers et ux Annie as owners. A copy of the title search

is presented in APPENDIX A.

43 Review of Aerial Photographs

Two aerial photographs (approximate srale 1"=500') of the site were obtained

from Tobin Surveys, Inc. and United Aerial Mapping, Inc., both of San Antonio,

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I I I I , 1000 0

HHH

1{2

1000 I

2000 I

SAN ANTONIO WEST QUADRANGLE TEXAS - BEXAR co.

SCALE 1 :24000 o

3000 4000

LAT-29°2S'52· LONG-9So 37' 44· PHOTOR~SED 1973

5000 6000 7000 FEET I I I

1 MILE

CONTOUR INTERVAL 10 FEET

: t I§~ ~U-H-L-'S-S-T-O-R-A-G-E--6-2-0~-G-R-~-:-:_:_TION_R-O-AMA_D-P--S-A-N-A-N-T-O-N-'O-,-T-E-X-A-S--t I 3:7 I

000014

Residential

, Residential

2 ASTs

•• x--x~

Leaking ~.'im t-- Miko . ASTa.. ~ /x ConstructJon ~Soil Stain Truck Storage

Vacant Land

Vacant Land

Approximate Scale: 1"=150'

o 25 - '75 150

! NOTE: Adjacent properties are

not to scale .

a; "-§ (I)

~ (I)

cr:

Overhead Power Une WaterUne Wood Fence

'-x- Chain Unk Fence

• Septic Tank Septic Leach Fieid

Lateral Unes Drainage Flow

4IUOT eAST

Used Oil Tank Aboveground Storage Tank WalerTank • e

• .&. .. WalerWeU Pole-Mounted Transfonner Fire Hydrant Asbestos Sample Location

'. tk.·.~7.E.· •. :i·/II---U-H-L-'S-S-TO-RA-G-E--6-2-00-G-R-ISS-O-M-RO-A"?:Ot.;.t,: ;0. ·.·...,.S~A-N-A~NT-O-N-I-O-, T-EX-A-S---t I 3:9 I , ..

000015

Texas. These photos were dated 1954 and 1991 and are presented in APPENDIX B.

No photographs were available showing the property as vacant land. The following

paragraphs summarize the aerial photograph review:

1954 Photograph: This photo shows the site as primarily vacant ]and with Building 1.

Adjacent property usage is vacimt ]and to the north, east, and south; and Grissom

Road and vacant land to the west. Residences can' be seeD: fUrther north and east of

the site.

1991 Photograph: This photo shows the site occupied by the existing buildings, except

for Building 12. Adjacent property usage is Millers Auto Shop and G & R Auto to

the north; vacant land, residential, and El Verde Street to the east;

TeIecommunicati~ Inc. to the south; and Grissom Road, the Lutheran Church,

Business Park, Mini-Storage buildings, and vacant land to the west.

4.4 mstorical City Directories/Fire Insurance Maps

A review of available historical city (Cole) directories and fire insurance maps

(Sanborns) at the Barker Texas History Center in A.ustiI4 Texas revealed the site was

not included in the area covered.

4.5 Results of On-Site Personnel and Site Information Interviews

An interview was. conducted with Mr. Earl UbI, property owner. Mr. Uhl

indicated the site was located on land which was an airfield in World War II. He

believes it was constructed in approximately 1942. Mr. Uhl's father purchased the

property in 1950, and built the first of the storage buildings in 1957. An overhead

crane, used by Southwest Tank Company, was removed from the south side of

6 KEI Consultants

000016

Building 1 in 1990. Southwest Tank Co. constructed municipal water storage tanks.

Mr. Uhl stated there was one drinking water wen on-site, approximately 600 feet

deep, and three septic tanks. Each septic tank has a separate leach field with lateral

lines. Mr. Uhl stated that a radiator repair shop was once located on-site, and that

antifreeze may have been poured into one of the septic systems. He also indicated

there has never been any problems with the water wen on-site. The used oil tank on­

site is emptied when DeceS$3ry by Texas Oil Salvage of Natalia, Texas. It was last

emptied in January, 1993. He said he has seen personnel from the Edwards

Underground Water District taking samples from a manhole adjacent to the north,

where the Miko Construction Company trucks are parked. Mr. Uhl also indicated he

previously mixed herbicide with diesel fuel and sprayed the site for control of weeds

(REF. 8.1).

An interview was conducted with Mr. Elton Roy Jackson, who runs Elton's

Automotive Service on-site. Mr. Jackson indicated his operation generates a smaIl

amount of used oil, which he puts in the used oil tank next to his shop, and spent

parts cleaning solvent, which is recycled regularly by Safety Kleen (REF. 8.2).

An interview was conducted with~Mr~ Eddie Miller, Miller's Automotive Machine

Shop, located adjacent north. Mr. MiIIer indicated his operation does not have any

PSTs. He stated the small amount of waste parts cleaning fluid generated is picked­

up by Safety Kleen (REF. 8.3).

Mr. Blankenship indicated his operation generates very little waste, and that is

combined with Miller's Auto next door for pick-up. He also indicated the portable

AST (containing diesel fuel) located between the two buildings is used to fuel Miko

Construction Company trucks, which are stored to the east of his building. He did

7 KEI Consultants

000017

not know the AST was leaking, and said no one from Miko stays at this location

(REF. 8.4).

5.0 ENVIRONMENTAL SRTI'ING

USGS Quadrangle Maps,' Texas, Water Development Board hydrogeological

literature, conversations with, local o~ and the Geologic Atlas of Texas were

utilized to assess the environmental setting of the site and general area.

5.1 Surface Water Characteristics

The elevation of the site is approximately 810 feet above mean sea level (MSL)

as shown on the San Antonio West USGS Quadrangle Map, FIG. 1. Surface runoff

from the site is to the east toward adjacent land and a drainage ditch, eventually

draining into Huebner Creek, located approximately 0.25 miles east of the site.

Surface drainage onto the site is from adjacent property located to the west.

Huebner Creek and Leon Creek, 1ocatedapproximately 0.8 miles southwest, are

the only surface water features in the site vicinity. Surface water on the site or in the

immediate site vicinity is Bot utilized as a drinking water source. Approximately the

eastern 500 feet of the site~ from the eastern fence line to El Verde Street, is located

within the 100 Year Flood. Plain (REF. 8.18).

5.1 Gl'OUIld Water Characteristics

Ground water is the Bexar Coun1¥ area is obtained from the Edwards Aquifer.

The aquifer is divided into four zones from north to south: The Recharge and

Transition Zones, the Artesian Zone, and the Saline Zone. The Recharge Zone

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I

I' I I I ,

(located in northern Bexar County) provides recharge to the aquifer by direct

infiltration of surface water through the Edwards Group. The Transition Zone may

also contribute recharge to the aquifer. The Artesian Zone is located south of the

Recharge and Transition Zones and north of the Saline Zone. WeDs drilled into the

aquifer in the Artesian Zone produce potable water. The Bad Water Line forms the

boundary of the Saline Zone where wells produce ground water containing 1000 ppm·

or greater of dissolved solids (considered Don-potable).

The site is located within the Artesian Zone, approximately 3% miles south of the

Recharge Zone, approximately 2% m.iles south of the Transition Zone, and

approximately 12 miles northwest of the Bad Water Line. Wells completed in the site

vicinity indicate the depth to the top of the Edwards Aquifer to be approximately 600

feet from the surface. The nearest domestic water well is located on-site, and the

nearest public supply wells are located 0.5 miles east, south, and west, and indicate

the average depth to the aquifer to be 160 feet below the land surface (REF. 8.17).

The site is located over the Pecan Gap Chalk (Kpg), which is an Upper

Cretaceous age formation consisting of chalk and chalky marL A Site Geologic Map

is presented as FIG. 3~

6... RESULTS OF THE ON-SITE INSPECTION

A site visit was conducted. on March 4 1993 at 2:00 p.m. by Mr. Carl M. Lehman

of KEI Consultants, InC. Mr. Lehman was accompanied by Mr. Joe L. Crusetumer

of KEI Consultants, Mr. Earl UbI, property owner, and Mr. Todd Daughtry during

the site visit

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SITE GEOLOGIC MAP

6200 GRISSOM ROAD

EXPLANATION

Fluviatile terrace deposil<

Quaternary cieposits undivided

• Leona Formation

Uvalde (irav'"

'.. ::,.: ... Wt;,

~.:"",.

:. Emi

Wi!eox and Midway Groups and Indio and Kincaid Fonnations

Navarro {imtll' and MarlhnlOk Marl (-uPI",r Taylor marl-) u",lividl~1 and Escondido F'ormaLion

Anacaeho Limestone. reloan (;ap Chalk. and Au.~tin Chalk

• Cretace"u~ ilO1cou.< rocks

EIlJ{I" Ford timlll'

• Buda Limestone

Del RiuClay

t-:'Iwanb I.lntf~llIn.· umlh·itl('d. St.~"Dvia and Furt Tp.rf'Ptl ~"·,,,I.·..,.. II,·,' ib Riv"r l.im""Ln,,". Salmon Peak Limestone.

l(."l\ni5(hl "·"rm:uinn. and West Nucces Formation

- - % --"-'a-u-Il-

U, ltpthroll'll; D. ,1o,l'IIIAm,,'II .• Uk

Thrust fault ~R"IlII,.,.,.,..nrli .. .u.t

Statute Miles

Kilometers

310079

SAN ANTONIO, TEXAS FIG 3

000020

I I I

6.1 Obsenations

The property was observed to be approximately 8.5 acres of land improved with

twelve buildings used as a storage facility. A portion of one building was being leased

by Elton's Automotive Service, an auto maintenance shop. The following paragraphs

discuss the improvements and general site conditions observed:

Storage Buildings: The twelve storage buildings· were in good condition, located

throughout the site, and were occupied by Uhl Storage at the time of . the site visit.

Exterior construction consisted of sheet metal roofing, sheet metal walls, and concrete

s1ab foundations. Interior construction consisted of sheet metal ceilings, sheet metal

walls, and concrete floors. Site history review indicated Building 1 was constructed

in approximately 1942" as an aircraft hanger, and the other buildings were constructed

at various times starting in 1957 (REF. 8.1).

Elton's Automotive Service: This shop area was located between Buildings 3 and 7,

leased by Mr. Elton Roy Jackson, and was being used as a small automotive

maintenance shop at the time of the site visit. The shop area was cluttered with

automobile parts and minor surface staining (oil) was observed within the shop area. .

Mr. Jackson indicated his operation generates a small amount of used oil, which he

puts in the used oil tank next to his shop, and spent parts cleaning solvent, which is

changed regularly by Safety Kleen (REF. 8.2).

Oftice Area: The office area occupied the northeast comer of Building 1. It consisted

of six rooms: the reception area, front office, Mr. Uhl's office, storage room,

kitchenette, and alternate office. Interior construction consisted of spray-on textured

ceiling, gypsum board walls, and vinyl tile flooring.

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Used on Tank: A used oil tank (U01) consisting of one aboveground storage tank,

approximately 200-galIons in size, was located in the center section of the property.

The UOT was active at the time of our site visit, and was used to store used oil

generated on-site, primarily from Elton's Automotive Setvice repair shop.

General· Area: The general site' area consists of gravel and asphalt used for access to

the various storage buildings and outdoor vehicle storage. The entire site was

enclosed with a chain.Jink fence, which in various: locations was re-enforced with sheet

me~ and lined on top with either coils of barbed wire or concertina wire. A

concrete drainage ditch easement was located along the south property boundary.

Access to the site was from Grissom Road on the west, and El Verde Street on the

east. The El Verde access is kept locked and not used. Three areas of the eastern

portion of the site were covered with grass, and the eastern-most, along El Verde

Street, was landscaped. An active water well and water storage tank were observed

near the entrance to the site. Mr. UbI indicated there were three septic tanks and

associated leach fields located on-site. No evidence of illegal dumping of regulated

substances, visible air emissions, surface impoundmen~ grease traps or soil

discoloration was noted during our site visit.

Five pole-mounted transformers were located on-site. No leakage, surface or soil

staining was observed from the transformers. Mr. Voigt, City Public Service, indicated

they do not have any transformers with a PCB-content greater than 500 ppm (parts

per million).

Observations of adjacent properties were made during the site visit. The

following paragraphs outline the observations of adjacent property usage and

condition:

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I

Property Usage - North: Adjacent properties to the north were Miller's Automotive

Machine Shop, G & R Automotive Shop, and an outdoor storage area for Miko

Construction Company trucks. One Ieaking aboveground petroleum storage tank,

containing diesel fuel for the Miko trucks, was obselVed between the Miller's and

G & R buildings. The soil under this AST appeared to be saturated with diesel fueL

Two other ASI"s were obselVed near the Hans Steel Company building further to the

north. Residential areas were noted further north.

Property Usage - East: Adjacent properties to the east were vacant land, residential

areas, and E1 Verde Street. Huebner Creek was located further east of the site.

Property Usage - South: Adjacent properties to the south were vacant land and the

Telecommunications, Inc. building. One aboveground storage tank (AS1) and what

appeared to be a vent pipe for an underground storage tank, were noted on this

property. One pole-mounted transformer was obselVed along the south property

boundary.

Property Usage - West: Adjacent properties to the west were Grissom Road, the

Lutheran Church building, a Mini-StoragelBusiness Park complex, and vacant land

Details of the site and adjacent properties are presented on the Site Plan, FIG. 2.

Photographs of the site are presented in APPENDIX C.

U Regulated Substance/Material IdentificationJInventory

With the exception of used oil and spent parts solvent, no regulated substances

were obselVed during the site visit. Samples were taken to identify potential asbestos­

containing materials. The results are discussed in Section 6.4.

12 KEI Consultants

000023

6.3 Area Reconnaissance

Area reamna;ssance and a review of regulatory agency lists revealed three RCRA

sites, four PST sites, and one LPST site within a 1/2 mile radius of the subject

property. Information on the sites is presented in TABLE n.

6.4 SampUng Results

Asbestos: A preliminary asbestos survey was conducted at the site by Mr. Carl

M. Lehman, Texas Asbestos, IDspector License No. 60-0098~ The purpose of this

preliminary survey was to identify possible friable (easily crushed or pulverized by

hand pressure) and non-friable asbestos-containing materials (ACM) utilized in

construction of the site improvements. Two samples were obtained in accordance

with EPA guidelines and analyzed for the presence of asbestos by Polarized Light

Microscopy (PLM), in accordance with EPA protocols by a NVLAP approved

laboratory. Samples of floor tile and ceiling spray-on were obtained during the site

visit. The results of the sampling are presented in TABLE L None of the materials

sampled were damaged. Asbestos sampling locations are presented on FIG. 2.

The EPA defines ACM as any material containing greater than 1% asbestos.

Under this definition, none of the materials sampled are considered asbestos­

containing materials. . A copy of the asbestos anaIytica.l results is presented in

APPENDIX D.

13 . KEI Consultants

000024

.............. _-----

Sample ~m~ Number ~tiQn

"< ••

310079-1 Front ornce

310079-2 Bathroom

~ sq. ft. - Square Feet for Area Sampled N.D. - None Detected

Material Sempled

Floor Tile

Ceiling Sp~y-on

TABLE I

ASBESTOS SAMPLING SUMMARY SITE: UHL'S STORAGE

Asbestos Friable/ "

CQndltton/ (%, Type) Non-Friable Type of Damage

N.D. Noo-Friable GQodlNone

N.D. Friable Go9dlNone

Accessible estimated YeslNo Quantity

Yes 19:z Iq. ft.

Yes 36 sq. ft.

KEI Consultants

000025

I , , ,

7.0 REGULATORY/GOVERNMENTAL AGENCY INQUIRIES

Established lists were researched to determine if the site or adjacent properties

had been reported as having possible environmental concerns. The following

paragraphs discuss the agencies and lists CODSUIted.

7~1 Federal and State Regulatory Agency Inquiries

NPL: The National Priority List is compilecf by the Federal Government and includes

sites having a priority for cleanup. Many of these sites are Superfund sites. The NPL

guidelines appear in the Code of Federal ReguJations, CFR 40, Parts 190 to 399. The

site did not appear on the NPL No properties adjacent to or within a 1/2 mile radius

of the site appeared on the NPL

CERCUS list: The CERCUS List is compiled by the Federal Government and

includes sites which could possibly be contaminated and may require cleanup. Many

of the properties which appear on the CERCLIS List have not been thoroughly

investigated. All NPL sites are listed on the CERCUS List. The site did not appear

on the CERCUS List. No properties adjacent to or within a 1/2 mile radius of the

site appeared on the CERCUS List

RCRA Notifiers List: The RCRA Notifiem List specifies all sites registered as

generators of regulated wastes. The site did not appear on the ReRA Notifiers List

San Antonio Silver Recovery, previously located at 6213 Grissom Road, adjacent to

, the west, was listed as a RCRA Code Three generator (generates less than 100

.. kglmonth of Conditionally Exempt Waste), and a RCRA·NRG Code Seven (no

lOnger generating hazardous waste, out of business). Properties adjacent to and

14 KEI Consultants

000026

within a 1/2 mile radius of the site which appeared on the RCRA Notifiers List are

presented in TABLE n. None of the sites appeared on the RCRA Violators List.

1'8D Ust: The 'ISD List consists of facilities registered with the EPA as facilities

which treat, store, or dispose of regulated wastes. These facilities are assigned a

corresponding EPA 'ISD number. 'The site did not appear on the TSD List No

properties adjacent to or within a 1/2 Iilile radius of the site appeared on the

TSD List.

PST Ust: Petroleum storage tanks, regulated under 31 Texas Administrative Code

(TAC) 334, should be registered with the Texas Water Commission. The site and

adjacent properties did not appear on the PST List. Properties within a 1/2 mile

radius of the site which appeared on the PST List are presented in TABLE II. One

aboveground petroleum storage tank (AS1) was observed adjacent to the south, and

three ASTs were observed adjacent to the north of the site. What appeared to be

a vent pipe for an underground storage tank, was noted adjacent to the south, at the

Telecommunications property.

LPST Ust: The LPST List consists of leaking petroleum storage tank systems which

have reported releases greater than 25 gallons. This list is maintained by the Texas

Water Commission under delegation from the EPA The site and adjacent properties

did not appear on the LPST List One site within a 1/2 mile radius of the subject

property appeared on the LPST List. The LPST site was the location of a former

Chevron petroleum retail facility at the intersection of Grissom Road and Bandera

Road. The priority of the site is 6 (soil contamination - no remedial action required)

............. and the status is 2A (phase 2 in progress). One of the adjacent north ASTs was

, 'OOselVed to be leaking diesel fuel at the time of the site visit

- 15 KEI Consultants

000027

Landfill Ust: The Landfill List is compiled by the Texas Department of Health and

consists of sites identified as a 1an~ waste proces-9ng facility, or sludge disposal

faciJity~ The site did not appear on the Landfill List. No properties adjacent to or

within a 1/2 mile radius of the site appeared on the Landfill List.

SARA lltle m Ust: The Texas Department of Health, on beha1f of the Texas

Emergency Response Commjssio~ requires private and public employers to submit

a list of potentially regulated substances maintained on-site. This Jist is maintained

by the Hazard Communication Branch of the Department of Health and the area Fire

Marshal's Office. The site did not appear on the SARA LisL No properties adjacent

to or within a 1/2 mile radius of the site appeared on the SARA List

EPA. ReBA Notifiers omce: A telephone interview was conducted with Ms. Pat

Nelson, EPA, RCRA Notifiers Office. Ms. Nelson indicated no code associated with

the Pilgrim. Laundry site indicated they are a "Protected Filer". This means they filed

for a RCRA ID number in case they ever become a generator (REF. 8.6).

Texas Water Commission, PST Division: A. telephone interview was conducted with

Mr. Tun Crittendon, Texas Water Commission, PST Division. Mr. Crittendon

indicated the computer showed the same information as the listing maintained by

KEI. However, in researching. the paper file' for this site, Mr. Crittendon discovered

that Chevron submitted the registration: for the A.S'rs listing the wrong address (6635

Bandera Rd), when the ASTs are actually located at 4851 Emil Road. Mr.

Crittendon indicated he would correct the computer information, and future listings

would show the A.S'rs at the correct address (REF. 8.13).

'16,. KEI Consultants

000028

Property Name Distance and Direction Address From Site

Tiger Mart (Exxon) [Mobil Oil Corp] 6700 Bandera FUd 0.$ Miles Northeaet

Pilgrim Laundry C5600 Bandera Road 0.$ Miles Northeast

San Antonjo Silver Recovery 6213 Grissom FUd Adjac,nt West

Southwestern Bell - Culebra 5612 Grissom Road 0.$ Miles Southwest

Leon Valley City Hall 6400 EI Verde Street O.S Miles Northeast

Bexar Cable-VISion 561~ Grissom FUd 0.25 Miles Southwest

Chevron Petroleum Station (Diamond' Shamrock) 6635 Bandera FUd 0.5 Miles Northeast

m--

TABLE II

AGENCY REVIEW TABLE SITE: UHL'S STORAGE

Gradient From Up/DownJLevel Regulatory

Site List

PST 1/93 RCRA 1

Up Gradient 1/93

RCRA 4

Up Gradient 1/93

RCRA au Up Gradient 1/93

PST Up Gradient 1/93

PST e

Level 1/93

Up Gradient None 7

LPST • Up Gradient 1/93

Distances and direction from the site are 8I$timated and not based on actual measurements Gradienw are based on visual oblervationa and USGS Topographic Maps

LPST Number of Site Registered Size Material Year

(Yes/No) PSTa (GaIIona) Stored Installed

No 4 USTa 10,000 Gasoline 1986

N/A N/A N/A N/A NJA

N/A N/A - N/A N/A N/A

2,000 Diesel 1986 No ;Z UST. t,lNK' Diesel UNK

No 2 USTs 5,000 Gasoline 1981

UNK 2 USTa UNK UNK UNK

1-2,000 Used Oil 1982 2-6,000 Lube Oil 1982 1-12,000 DIesel 1982

Yee 7 USTe' 3-12,000 Gasoline 1982

8uperacr1pt 1 indicates ACRA Generator Code Two (generates less than 1000 kg/month of non-acutely hazardous waste or less than 1 kg/rnonth of acutely hazardous waste) 8uperacr1pt 2 indicates RCRA Generator Code Three (generates less than 100 kg/month of Conditionally Exempt W,.te) 8uperecr1pt 3 Indicates ACRA NAG Code Seven (No longer generating hazardous waste, out of business) 8uperacrlpt 4 indicates this site Is a "Protective Filer". They filed for a RCRA 10 number in case they ever become a generator (REF. 8.6). 8uper1C1'Ipt 5 indicates this tank Is listed 8$ temporarily out of service as of February, 1974. 8uperacrlpt 8 indicates these tanka are listed 8$ permanently removed from the ground in March, 1990. 8uperacrlpt 7 indicates these tanks did not appear on the PST Listing (REF. 8.5). 8uperacrlpt 8 indicates the LPST priority is 6 (soil contamination - no remedial action required) and the status Is 2A (Ph8$e 2 In progress). 8uperacrlpt 9 indicates these tanka were removed from the ground in June, 1991. N/A - Not Applicable UNK - Unknown

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000029

Oil and Gas WeD Review: A review of GEOMAP Oil and Gas Well Map -

MIGC 249 indicated no oil we~ gas wells, or dry holes within a 1/2 mile radius of

the site (REF. 8.19).

7.1. Local Goftmment Inquiries

IRoD Valley FIre Department: A telephone interview was conducted with Chief Curtis

Dunn, Leon Va1ley YlIe- Chief. Chief Dunn indicated the Fire Department had never

responded 1:0 6200 Grissom Road for fires or hazardous spills (REF. 8.7).

San Antonio Water OuaIitv Department: A telephone interview was conducted with

Mr. Harold Skrdlant, San Antonio Water Quality Department. Mr. Skrdlant indicated

he had no record of any problems with the site water well or septic systems

(REF. 8.8).

Bexar County Public Works: A telephone interview was conducted with Mr. Ruben

Hinaj~ Bexar County Public Works. Mr. Hinajpsa indicated septic leach fields

cou1d be no closer than 10 feet from a property line. He alSo stated that the lines in

the leach field must be between 24 and 36 inches below the ground surface

(REF. 8.9).

IRoD Valley Water Works: A telephone interview was conducted with Mr. Charles

Schauer, Leon Valley Water Works. Mr. Schauer indicated that approximately 30

years ago a Diamond Shamroc~ later a Chevron, service station at the intersection

of Grissom Road and Bandera Road had an underground gasoline tank leak. The

gasoline spread throughout the area at a depth of approximately 500 feet below the

surface. He said people with water wells in the area at that depth reported gasoline

17 . KEI Consultants

000030

I I ·;.:.·.·.·.·

:. '~:l' ":'

1; ..•

in the water. All known affected weDs were sealed. No attempt was made at that

time to remediate the site or clean up the affected ground water (REF. 8.10).

City PubUc Service: A telephone interview was conducted with Mr. Raymond Voigt,

City Public Service. Mr. Voigt indicated as of October 1, 1991, all known PCB­

containing transformers have been replaced with mineral oil transformers. He

indicated they do not have any transformers with a PCB-content greater than 500 ppm

(parts per million) (REF. 8.11).

Edwards Underground Water District: A telephone interview was conducted with Mr.

Steve Walthour, Geologist with the Edwards Underground Water District Mr.

Walthour indicated their monitoring well covers are approximately six inches in

diameter. The cover Mr. Uhl indicated he saw people lifting, was approximately two

feet in diameter. Mr. Walthour said this would be a cover over a water line, and

people would lift it to check for water leaks, and not be taking water samples for

analysis (REF. 8.14).

Records of Correspondence (ROCs) are presented in the REFERENCES section

of this report.

18 KEI Consultants.

000031

8.0 REFERENCES

1. ROC with Mr. Earl UbI, Pl'operty Owner

2.. ROC with Mr. Elton Roy Jackson, EltoD's Automotive Service

3. ROC with Mr. Eddie Miller, Miller's Automotive Machine Shop

4. ROC with Mr. Randy Blankenship, G &. R Automotive

5. ROC with Mr. Ken Kroeger, Olsbman &. Wakefield Realtors

6. ROC with Ms. Pat Ne1son, EP~ RCRA Notifiers Office

7. ROC with Chief Curtis Dunn, Leon Valley Fire Department

8. ROC with Mr. Harold Skrdlant, San Antonio Water Quality Department

9. ROC with Mr. Ruben Hinajosa, Bexar County Public Works

10. ROC with Mr. Charles Schauer, Leon Valley Water Works

11. ROC with Mr. Raymond Voigt, City Public Service

12. ROC with Mr. Garrett Van Delden, Van Delden Service Company

13. ROC with Mr. TlJD Crittendon, Texas Water Commission, PST Division

14. ROC with Mr. Steve Walthour, Edwards Underground Water District

15. USGS Quadrangle Maps, San Antonio West and Culebra Hill Quadrangle

16. Geologic Atlas of Texas, San Antonio Sheet

17. Texas Department of Water Resources Report 237

18. Flood Insurance Rate Map Panel Number 480042 0003 C

19. GEOMAP Middle· Texas Gulf Coast - MTGC 249

20. Copy of Septic Tank Application Form

19 KEI Consultants

000032

I ,

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 1

To: Mr. Earl ~ Property Owner

From: Mr. Carl M. Le~ KEI CONSULTAN1S, INC.

Date: March 2, 1993

Time: 2:00 p.m.

Phone No: (210) 684-4300

___ Conference ____ Phone Call X Discussion ____ Field Trip

___ Other (Specify)

Subject: Site Information

Summary Of Communication: Mr. UbI indicated the site was located on Jand which was an airfield in World War II. He believes it was constructed in approximately 1942. Mr. UbI's father purchased the property in 1950, and built the first of the storage buildings in 1957. An overhead crane, used by Southwest Tank Company, was removed from the south side of Building 1 in 1990. Southwest Tank Co. constructed municipal water storage tanks. Mr. UbI stated there was one drinking water wen on-site, approximately 600 feet deep, and three septic tanks. Each septic tank has a separate leach field with lateral lines. Mr. UbI stated that a radiator repair shop was once located on-site, and that antifreeze may have been poured into one of the septic systems. He also indicated there has never been any problems with the water wen on-site. The used oil tank on-site is emptied when necessary by Texas Oil Salvage of Natalia, Texas. It was last emptied in January, 1993. He said he has seen personnel from the Edwards Underground Water District taking samples from a manhole adjacent to the north, where the Miko Construction Company trucks are parked. Mr. UbI also indicated he previously mixed herbicide with diesel fuel and sprayed the site for control of weeds.

KEIConsultants

000033

RECORD OF CORRESPONDENCE

Job No: 310079

To: Mr. Elton Roy Jackson, Elton's Automotive Service

From: Mr. Carl M. Lehman, KEI CONSULTANIS~ INC.

Date: March 4 1993

T:one: 3:00 p.m.

Phone No: (210) 684-0651

___ Conference __ --'Phone Call X Discussion

__ Other (Specify)

Subject: Site Information

ROC No: 2

___ .Field Trip

Summary Of Communication: Mr. Jackson indicated his operation generates a small amount of used oil, which he puts in the used oil tank next to his shop, and spent parts cleaning solvent, which is recycled regularly by Safety Kleen.

KEI Consultants

000034

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 3

To: Mr. Eddie Miller, Miller's Automotive Machine Shop

From: Mr. Carl M. Lehman, KEI CONSULTANIS; INC.

Date: March 2, 1993

TlDle: 4:00 p.m.

Phone No: (210) 684-7722

___ Conference ___ .Phone Call X Discussion ____ Field Trip

___ Other (Specify)

Subject: Site Information

Summary or Communication: Mr. Miller indicated his operation does not have any PST's. He stated the sma1l amount of waste parts cleaning fluid generated is picked-up by Safety Kleen.

KEI Consultants

000035

, ,

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 4

To: Mr. Randy BJankenship, G & R Automotive

From.: Mr. Carl M. Lelunan, KEI CONSULT~, INC.

Date: March 2, 1993

Tune: 4:15 p.m.

Phone No: Unknown

___ Conference __ .....:Phone Call X Discussion ____ Field Trip

__ Other (Specify)

Subject: Site Information

Summary Of CommUDication: Mr. Blankenship indicated his operation generates very little waste, and that is combined with MiJler's, Auto next door forpick-up~ He also indicated the portable AST (containing diesel fuel) Ioeated, betWeen 'the, two buildings is used to fuel Miko Construction Company trucks, which are stored'to'the east of his building. He did not know the AST was leaking, and said no one fr~, Miko. stays at this location.

KEI Consultants

000036

-------------_ .. _ ... _--- -----------_._--

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 5

To: Mr. Ken Kroeger, Cushman; & Wakefield Realtors

From: Mr. Carl M. Lehm~ KEI CONSULT~ INC.

Date: March 3,_ 1993

111D.e: 1:30 p.m.

Phone No: (210) 690-8836

Conference --- __ Discussion ___ Field Trip X Phone Call

__ Other (Specify)

Subject: Vacant Building with Underground PST's 0.25 Miles Southwest of Site

Summary Of Communication: Mr. Kroeger stated that Bexar Cable-Vision constructed the building, but never occupied it. He doesn't believe the PST's were ever filled or used. Registration for these tanks could not be found with the Texas Water Commission.

- KEI Consultants

000037

RECORD OF CORRESPONDENCE

Job No: 310079:

To: Ms. Pat Ne~ EP ~ RCRA Notifiers Office

From: Mr. Carl M. Lehmaa,. KEf CONSULTANTS, INC.

Date: March 4" 1993

Tune: 4:15 p.m.

Phone No: (214)655-8536

___ Conference X Phone Call ____ Discussion

___ Other (Specify)

Subject: Pilgrim Laundry

ROC No: 6

___ Field Trip

Summary Of Communication: Ms. Nelson indicated no code associated with the Pilgrim Laundry site indicated they are a "Protected FiIerlt. This means they filed for a RCRA ID number in case they ever become a generator.

. KEI Consultants

000038

I

I I I I I

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 7

To: Chief Curtis Dwm, Leon Valley Fire Department

From: Mr. Carl M. Lelunan, KEI CONSULTANTS, INC.

Date: March 9, 1993

TIme: 3:30 p.m.

Phone No: (210) 684-3219

___ Conference X Phone Call ______ Discussion ___ .Field Trip

___ Other (Specify)

Subject: Reports of FJres or Hazardous Spills

Summary or Communication: Chief Dunn indicated the Fire Department had never responded to 6200 Grissom Road for fires or hazardous spills.

KEI Consultants

000039

RECORD OF C01RRltSP400

lob No: 310079-

To: Mr. Harold Skrdlan~ San ADtonio Water Quality'

From: Mr. Carl M. Lehm~ KEI CONSULTANTS" INC:

Date: March 9" 1993

Tme: 10:00 a.m.

Phone No: (210) 534-6400

___ Conference X Phone CaD Discussion --___ Other (Specify)

___ Field Trip

Subject: Reports of Problems with the Site Water Well or Septic Systems

Silmmary Of Communication: Mr. SkrdJant indicated he had no record of any problems with the site water weD or septic systems.

KEI Consultants

000040

RECORD OF CORRESPONDENCE

Job No: 310079

To: Mr. Ruben Hinajosa, Bexar County Public Works

From:· Mr. Carl M. Lehm~ KEI CONSULTANTS, INC.

Date: March 9, 1993

TlDle: 10:15 a.m.

Phone No: (210) 270-6700

___ Conference X Phone Call Discussion --__ Other (Specify)

Subject: Regulations Governing Septic Systems

ROC No: 9

___ Field Trip

Summary Of Communication: Mr. Hinajosa indicated septic leach fields could be no closer than 10 feet from a property line. He also stated that the lines in the leach field must be between 24 and 36 inches below the ground surface.

KEI Consultants

000041

1-

RECORD OF CORRESPONDENCE

Job No: 310079

To: Mr. Charles Schauer, Leon Valley Water Works

From: Mr. Carl M. Lelunan,. KEI CONSULTANTS, INC.

Date: March 9, 1993

TlIDe: 2:20 p.m.

Phone No: (210) 681-1232

___ Conference X Phone Call Discussion --'

___ Other (Specify)

Subject: Reports of Ground Water Contamination

ROC No: 10

___ .Field Trip

Summary Of CommUDication: Mr. Schauer indicated that approximately 30 years ago a Diamond Shamrock, later a Chevron, service station at the intersection of Grissom Road and Bandera Road had an underground gasoline tank leak. The gasoline spread throughout the area at a depth of approximately 500 feet below the surface. He said people with water wells in the area at that depth reported gasoline in the water. All known affected weDs were sealed. No attempt was made at that time to remediate the site or clean up the affected ground water.

KEI Consultants

000042

RECORD OF CORRESPONDENCE

Job No: 310079

To: Mr. Raymond Voigt, City Public Service

From: Mr. Joe Crusetumer, KEI CONSULTANTS, INC.

Date: October 30, 1991

Time: 4:10 p.m.

Phone No: (210) 978-2262

___ Conference X Phone Call __ Discussion

__ Other (Specify)

Subject: Possible PCB Content of Transformers On-Site

ROC No: 11

____ Field Trip

Summary Of Communication: Mr. Voigt indicated as of October 1, 1991, all known PCB­containing transformers have been replaced with mineral oil transformers. He indicated they do not have any transformers with a PCB-content greater than 500 ppm (parts per million).

KEI Consultants

000043

I I I I

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 12

To: Mr. Garrett Van Delden, Van Delden Service Company

From: Mr. Carl M. Lehman, KEI CONSULT~ INC ..

Date: March 5~ 1993

Tnne: 2:25 p.m.

Phone No: (210) 696--5515

___ Conference X Phone Call _____ Discussion ___ Field Trip

__ Other (Specify)

Subject: Septic Tank Installed by Van Delden Service Co.

Summary or Communication: Mr. Van Delden indicated the depth of the line from the septic tank to the leach field is between 12 to 18 inches, and the depth of the lateral lines in the leach field are between 24 to 30 inches. He also indicated he knew nothing about the other two older septic systems on-site.

KEI Consultants

000044

I j, , • I I I I I I I I I I I

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 13

To: Mr. TlDl Crittendon, Texas Water Commission, PST Division

From: Mr. Carl M. Lehman, KEI CONSULTANTS, INC.

Date: March 11, 1993

TlBle: 9:45 a.m •

Phone No: (512) 908-2155

___ Conference X Phone Call __ Discussion ____ Field Trip

__ Other (Specify)

Subject: Information Concerning the Large ASTs Listed at 6635 Bandera Road

Summary or Communication: Mr. Crittendon indicated the computer showed the same information as the listing maintained by KEI. However, in researching the paper file for this site, Mr. Crittendon discovered that Chevron submitted the registration for the ASTs listing the wrong address (6635 Bandera Rd)~ when the ASTs are actually located at 4851 Emil Road. Mr. Crittendon indicated he would correct the computer information, and future listings would show the AST's at the correct address.

KEI Consultants

000045

RECORD OF CORRESPONDENCE

Job No: 310079 ROC No: 14

To: Mr. Steve Walthour~ Geologist" Edwards Underground Water District

From: Mr. Carl'M. Lehman, KEI CONsvLTANIS, INC.

Date: March 11, 1993

TlDle: 11:10 a.m.

Phone No: (512) 222~2204

___ Conference X Phone CaR ______ Discussion __ ---:-Field Trip

___ Other (Specify)

Subject: Information Concerning the Sampling Mr. Uhl Reported Seeing Adjacent North

Summary or Communication: Mr. Waltkour indicated their monitoring, wen covers are approximately six inches in diameter. The coverMr~ Uhl indicated he saw people lifting, was approximately two feet in diameter. Mr. Walthour said this would be a cover over a water line, and people. would lift it to check for water leaks" and not be taking water samples for' analysis.

KEI Consultants--

000046

QUADRANGLE LOCATION

2998-243

primary highway, hard surface.

Secondary highway,

Light·duty road, harQ or improved sljrface ..

:1

hard surface _~-~. ~-._ Unimproved road ... ;;;;;;;;: o Interstate Roule 0 U. S. Route 0 State Route

fOR REFERENCE ONLY

CULEBRA HILL. TEX. N2922.5-W9837.5/7.5

1966 PHOTOAEVISED 1982

DMA 6242 I NW-SERIES V882

. :~i . i: (,;'; ~\

i·

1 ~: .·1 ;1

000047

, QUAORANGLE LOCATION , ,

CLASSifICATION

primary highway. hard surface...· ---­

Light-duty road. hard or improved surlace ..... ====

ynimproved road ... -.. ",,====="~

o u. ;s. Route 0 State Route Secondary highway. hard surface. -=---=" o Interstate Route

SAN ANTON \0 WEST. TEX. . N2922.5-W9B30/7.5

fOR REfERENCE ONLY

\967'" p\-\OTOREVISEO 1973· ,

AMS 6242 I l'\E- 882,. . '. ,i.,

it; :.} . .. ~.~

000048

i , I I I I I I I I I I

TilE UNIVERSITY OF TEXAS AT AUSTIN

BUREAU Oli' ECONOMIC GEOLOGY

..:.

TO ACCOMPANY MAP-SAN ANTONIO SUEET­

GEOLOGIC ATLAS OF TEXAS

GEOLOGIC AT·LAS ·OF TEXAS

SAN ANTONIO SHEET

ROBERT HAMILTON CUYLER MEMORIAL EDITION

VIRGIL E. BARNES, Project Director

1974 Revised 1983

000049

I I I , , ,

Anacacho Limestone, pecan Gap Challe, and Austin Challe Anacacho Limestone. Kac. limestone and marl; limestone. light yellow to yellow brown and

light gray. thick bedded. in part crossbeelded. fossiliferous; alternates with marl. light gray to yellow; in part sandy. some volcanic rock fragments anel weathered. rusty bentonite beds; marine megafossils abundant; thickness up to 500 feet. thins to a feather edge in western Bexar County

Pecan Gap Chalk. Kpg. chalk and chalky marl, more calcareous westward. very light yellow to yellowish brown. weathers' to form moderately deep soil. seldom exposeel; E'xoyym pomle1"(/lia common; thickness 100-400 feet, thins wcstwarel to eastern Medina County where it is overlain by Anacacho Limestone. beyoOO this point included with Austin Challi:

Austin Chalk, Kau. chalk and marl; chalk mostly microgmnular calcite with minor foraminifera tests and Inocenwl"II:J prisms, averages about 85% calcium carbonate. ledge forming. grayish white to white; alternates with mad. bentonitic seams locally. recessive. medium gray, sparsely glauconitic,. pyrite nodules in part weathered to limonite common, occasional beds with large-seale cross-stratification; locally highly fossiliferous; thickness 350-580 feet, thickens westward

Cretaceo~s ign~oUSTocl{S

Allcalic basalt. anel pyroclastics altered to nontronite; in form of sills. laccoliths. volcanic necks; and dikes

o Eagle Ford Group

Shale. siltstone. and limestone; upper part limestone and shale. limestone light yellowish brown. Oaggy; lower part siltstone and very fine-grained sandstone. light yellow to gray. lanlinatcel. fhlgb'Y. some limestone. silty. medium brown. IHminated; thickness 30-75 feet. thiclwst in westem Uvalde County

G Buda Limestone

I"ine grained. bioclastic. commonly glauconitic. pyritiferous. hard. massive. poorly bedded to nodular. thinner bedded and al"gillaceous near upper contact. light gray to pale orange; weathers dark gray to brown; bUI'rows filled with chalky marl. abundant pelecypods; thickness GO-100 feet, thickens westward

G Del Rio Clay·

Calcareolls and l.'Ypliiferllus becuming less calcareous and more gYPliiferolis upward. pyrite COllllllun. blucky. mediullI gray, weathers light gray til yclluwi!;h gray; llome thin lenticulllI" bedll of highly calcal"eous "siltstune; marine lIIegafossil:; include abundant E.myyru uri.,tillu and other pelecypods; thickness 60-120 feet. thickens westward

(f)

::1 o w o « I­w 0:: o

000050

: r.·

G~'11 S • 117

, 000051

88·17'10' 98"30'

28"31'30'--+--\:--------+-----------...""..-----.I--\L---.-----I--'t------b,.,.--+--=>--~W_-~

.,

I -.J

:' !j i

i: I I I 2'"30'

I ~ , 9505

~2 , , , 2"22'30" , 'Hl7

000052

~ iI'"

.! i i

! , I

-- .. I

I ~.1l

I ?m~t :t::::'111e:r

6&·3-l·9~ 1. W •• ril,', ~'U • aukto Pl=p ~ Sorv. l:&c..

903 1, II. arlno, .111 ~ .:. 1. JQbu,ou 1l:r:1l1101 " Supplh.

90<. 1. •• ,ri.u, 11,11 5 00

905 t. ~. k11'0, 11.11 & 00

i i I,

~O. Ao •• ¥i,'I, 11011 1 ~".,..t"'l

907 ~. ~. Irilla, Wall 6 J .... JOCnaon

ll::ll~1:;, '.' S.ppU ..

I- :!$-lOl :;or;h Sa.n AntocJ.o 1iuir.i1' 1:'-"""" & 5orv. :ills water Co. 1:>0.

- !02 C1:y WnC!' &o.rci, ~r~ aoaeDkrILD% .A.t:/.QU'lca $t&tiotl • s .....

201 c. h.vy Iiuk1D I'ucp ;, Servo W.

202 C. ft. XuaaCt L. t. Colorch

~02 Soucnvute:rD &dl Ba.skia. l\zt:p " Se.-v. ~depbOtle Ce. 1=.

303 R. A. HaDer C. ~ 5. i)rillini

~c..:. S.-cx. C_cut (.0. free !urKn:

~~5 I :. Stullbins .. I

I 30: ::a.:.it hrs;."iI I' , ,._., ~:'111.:D' c. Suppli es ,

30. Quiucy Lee e. AIIaoc. aD

309 ;,.llied CoDCrete Co. Doya.1 D';-111itli Co.

See tOOt:l.OtC$ «( c:ot: of table.

.. I

I I I ~to I ' .... PloUd

1951 I 1964 I

1964

1967

\ I I I i I

19102

I I

I 19~. I

I I

I 1973

I 197i

1960

..

1961

I I 19S5

I 1961

1955

1966

I 1972

I I 1972

-. -TAble 2. ~"il.ecDro. .. of Schct.ed "db iu a.x.a: GoUtlt)'-~Coll1;:iDUc<l

""." I ' Water hove.l Zlc.pda , Alu.:u.ci.i 5elCllo'

I .1 ~~:;-I Oop.n I b=' :~~: I ..... <1- Dau of

10Idl lit::'t£ee ...... Ul"_.IU (1<) (10.) (f<) uu1< (f<) G&tlCD

{fe)

82l 10

I -- ~ 7~2

I -- ..

B .92 a51 16 99 ~IJI 790 U6 Sept. 14, 1964

12 771

1,142 12 636 ~ 749 -- --l,Ol.5 12 !Sa itCtB 752 91- Sopt. n. 1967

;

iDS 12 !SO ;:CD 785 95.0 1942 B SOO

1,1':'3 12 6.0 KeEi 759 ~6 Dec.. l, U6i

5i2 12 l2~ Kcn 1,001 330 Juoe " 1973

i9i 30 41i KC!! 980 290 1Iu. .l, 1976

t,' 39S 7 232 KeD 8/00 - -. :

286 6 _. ~ 848.5 LS7.73 Sept. 21., 1933

206.17 Nov. I, 19s<)

507 7 430 J:CO 840 :170 Hov. 1961

~!:l S 1.95 KC~a 811. 150 feb. 1955

I 100 i 2!i Keta 800 :.3, I 1961

-so 10 l70 KC~ 791- .. I . . I

DB I 16 19:;: KC£t 803 I feb. 29, 1968 '--

:

I . '

607 I l6 34l KCEl! ~lB 11.S.05 ~..a.:. 29, 1972

I 800 APt. la, 1912

:

! I

I ~;hod

I 01

tit<

I, G

I 70

I, G 100

I t. G 150 I

i

I '4, G i 150

I

I ! 1. G I 75 I

I i I :. G

I I I l.OO

I I

-7; [ I I

iOo E i

Sob, E 20

C, E

5"'. E S

:. G I 75 I I I Sub. £

I S

:. G

:. :is .100

200 t

i I

u .. I 0;

I joarka

V4ter

)0, I Op .. bola fr"" 6~2 t. 1123 1<. lop of lO_o. I 6I~ ft. 10por",<1 Tidd 1.000 1&1lm ••

1..." C ... <od tr ... 771 00 50 tt. lop of lO ... rd, 771 h. DneloPIICllc ,an:: dravliovu of 21 ft P'U=Piu& 1.,5,65 plll1110 em Sopt. 16. U64.]

1..." C_cud traa 638 tc to .urtacl.. 'lop of Uva.nb 640 ft. Devalopaaut tut: dravdC'Alll of 75 h. Pump'OI 2.$32 pl101111 "" .... 1. 29. 1964. }'

1--: I C.cnud COlI 658 It to .urt.c,. lop of Edvarlia 6'10 ft. a.pot"tac yialc l.600 r&l/=u.D. ~fV~loPDc:

I , .. ,: ci.r&_""" of 42 I; _"'I I, no 1&\111;0 tor I a bour. OD hpt. ~9, 1'6 •• 3

W.ll B·7J in t_. Io&rd 0'-.. ~ ... ""iDo .. I ' l:: I I,uUacln 5(1,08. p"alOpalct tnt: ol"avOGWn of , !t I P'""P1D, 1,350 ,&llm;o. 1

1.-: I 0, .. hol.. qDD 660 CO i. )43 t:.' top of £4varcil 68S tt.. D"dopaaent e ... ;.; cravDOWU of 22 h ;n:::;p_

I iDa .2.,31"- l&lJau.u tor 2 DOUT'a c; Il.c.. 1. 15166. }

r I C.eat": "en: 32~ ft. to aurl.c:e. lop at Edward, I 318 ft. DlIYelopment tue: C:'awd.",""u of 2 tt PU:::P11li I 915 .~lJa1n tor U bour. on JI.lDe j, 1973. }'

p I ~C:u::!:&~;:p 4!~ :~~. ~;OS '~~~::.fo;:C:!6 ft

,uc: Or .... -. of 15 it _"', ),646 p1/lII.11. )!!

5 ()Poo bolo nco 232 '0 U5 ft. Top of lO ..... o. 203 ft. i'>IIap eoc .. 320 ft. loportad ,.lOld 100 l&llmD.

P \lctl.i 8·1 ill 1' ... , Iou'd ot Wac.:- lz);lD •• n aul .. latta .5608. D_par-';' nom 219 to 266 t;.. CO .. r .. v&t.ioo ",.11. 2'

I -f, !-""":' I OpeD ho"" troa 430 to S07 !:.. "I)ec;tCDJ(! UC9 4e~ I <0 S07 f;. loP 01 _<I, ~30 !;. ,,"porco<! 71$1.

1:-r

1:.

X

1:-r

P

20 ,&.lh:a.n. ,

! OPIO bel. trc= 19S co 281 tt.. lop of EdlIarol 191 !t. hmlp let at 200 : ... Dnelopcmt tHt: I dravQown of 0 :ft pumpiDI 61.2 1&.1/:U.1l..

I Op.n .010 fr ... 217 co 300 h. lop of lOw .. o. 216 1:.

Open bole trw 370 to A80 f;.. L:uu.eci :i.r.ilnioc I well. 1"-=p lit &t 205 t;.. i)~aloPQ.nt 'UC; Graw. I OCAI'D ot 10 tt Pump1.U1 l,284 .alJ=.u. lor 3 hout'i.

i OPIIl) hoh frO'll 193 t.o 338 ft. Cc::lcz,," ft'c= 193 tt to surtil.ct.o. 'lop of Eduarci. 193 ft. "-.pen-teO yi&ld It.SOO Bil.lI::Dl.D. DnaloplIIIDt tut: ~ra\ICv ... ~ of II it pw;pin, 3,)00 .&l/.~ tor 6 bout'. 011 feb .. 29. 1966. leap .. 72·r. }' 11-'

Ope. bole hom U4 to 607 ft.. c.a.ted frOlll )44 ft to .uri.ce.. top of Ecivarcia 336 h. i'>IIap a.t .. t 2.50 ft.. Deve10PCIICDt c. .. t: draVGOWQ ot 2.14 tt PUIllpiul 3,010 lal/mu fer ~ hOUri on

I !'I .... r. lJ, 1972. ]

Opu. hoh from 229 '"0 441 h,. CGaJ.t-.d R,* 299 i to lurt&t:&. tDP of f4wara. .. 289 t:.. wndopauu test: ciravdown of 163 f: pump ins, 430 ,.1./=i1l tor 2 bDurs OD Apt. 27, 1972.. }'

000053

- ~

i-'

/'oJ

.. ... ... ,'.,.;;+41!111,

11'11 , !'!\lor 'Ilf'i~

~'.> ':; ,<)'.' ' .... :

68-~5-319 ~~q.ol<; \It~H~" I ~~~~~ory. D~.t,ri.. • ln~'" , .. , ';;

311 I -- V011t ~. ~. ~t~rth

312 J'etCf teed Go .. ,_ ~ ...... uclo1e

402 I ~~~~r;st w •• " Co., IIIaJ~~O ~ " Sa;o.

403 Coolcren ~.tcr to., IIdl I

501 I t. II. Wh_

502

S03

504

c. J.... tepper E..tate

lAckluad Cl ry Wanr Co.

'ad Ott

601 I Southwest ie.t:a;,ch ln~t*,tutc

606 I South""t Utility Co.

607 do

608 I Robert C. Reye ..

GO

iIIthr " J0bn!too

:Haa G~tarl

J. ~. JOQD,,, 1lr11U"1 " SuPpUo.

-- Gof .. th

J. a. Jon ..... IlrUU", " SuPpU ••

00

00

V1rd,1I ~ Cloy

609 I Soutbwest Ut.Uhy Ce. I er .. "dl 6. )..cna.rd

610 I -- ~.nke

611 I Blue jonDec Hilh l10bU Bome l"ark

612 I 10m S11ck I1n.tc

613 do

701 I Clarauc:c l.ausc:b

702 I Frank Wd.h

Su foomote.. at cd af cable.

J. I.. Jobo.aon Dr1111t1& 6: Suppl~e$

Kuue.bcr DrUlina Co.

J. k. Job.n.eou Ilrnu .. , " suppa ••

00

lluk1n ~ 6. Servo IDc.

.ttu Guter.

~ - .. - v,'~"'r!:~~1"ILl::~~~J'~U',b~~~JIII . \,~; lIJJlmh~~~,.""", ,.~;.0iij"~~:", "IJ.i[%;t

table: 2. -Il.cord.a of 6ahcud Wclh in ~ Couut)'--CODt1uued

l>epth !>ate I of

~pl.f;.d ... U (ft)

1971 427

200

1~6 235

1972 606

1969 606

19'5 700

1955 581

19S5 671

1937 300

1966 900

1953 682

1967 701

1956 638

1~6 621

1940 763

1968 535

1940 745

1940 545

1964 850

ass 66i.

C.'illB

Altitude

D1aJo-1 I Waur 10f lMd .tt:r .De.pth tUlar1D1 .uria.c:. (l.n.) (ft) ""it (ft)

16

10

12

12

12

12

10

12 8

309 I' XCEB

leU

208 I XCU

512 I ECU

506 J:CtB

180 I ECEB

524 J:CtB

521 XCD

XCD

S20 I KeU

552 I KeU

551 I KeU

400 I KeU

I'CEB

J<C.tB

200 I leU

KCE:B

I<C£B

2&4 I XCU 58S

621 I I<CEB

850

803.6

813

922

918

801

885

810

857.8

760

768

724

752

743

789.7

810

795.2

782.2

780

787

Wiicr-,eve

-"l.ov ~­

.urfac, cia""" (tt)

il.f. •• pf _ ..... ~t IIot~1I4

" of

l1~t

182.30 I Apt. 17, 1972 " ;, , .~oo

u ••. of

"'~f" . _Iu

'. I Open 10010 .tr ... 309 to 427 tt. CoIo ..... d .tr ... 30' f to .~f.c.. fop of _ ... d., ~oa tt. 11} •

~~:~~ I ::: !; ~:~ C, t ,I ~,S" w.U 1-1 1D 1 ...... Joard .f lI.t .. q1D ..... iIIl­htl~' 5608. IIbt",,1 .. 1 .b ............. vall. 1I1~·

123.10 I JUDe 17, U46 I C, 11, '; 112.63 .... 13, ~"S

251

251.28

. i. 151 '

'200.87 '219.91

lf1/i.4Jo

as

108

140

88

118.4

106

139

SOPt. ~9, 1?69

bu:. 22, U5'

1m

~ub, f IS ,.

6ub, i 'IS ..

+,oG f, IIJ

Apt. 14, ,1m I ~ub, 't' ~OY. '1, 1954 J.... 1, l,n Hay 20, ~96~ 7, t

7~

'I, E:. ISO

Jun. 3D, 1967 I, T, E ISO

Har. 1956

1940

July 30, 1946

1940

Au,. 1955

N.

T, E 30

T, ~

5ub. I 20

T, C

1, E 100

T, G 50

p, S

, . II.U 1-2 i .. 1 ..... .., ... d of, Wot ... q1o."". Bullet1D 560i. Ob .. ." ........ all. 11

OpOD b.lo tr_ 512 to 606 ft. CaooDted tr ... S12 t '0 ·.~f .. c~. Top ~f £ch,rard, 520 ft. A'

C_tod 'tr_ 506 It to .urhc~. ,...,. ott .t 357 tt.

Irr I OpR b.1o tr ... 180 to 700 ft. J>evolo_t to .. : Pr.w..,.. of 40 ft _in, 1,200 •• 1/III1r..

D, S

ll>d

lrr

Irr

Ope bole tr_ 524 t. 581 f.. t.p .f Uvard. '520 ft. Ihouoed 1n11.U .... vall.

Op ... ~.h tr ... 521 t. 671 ft. top.f Uvardo 521 ft. I> .. al ....... t too .. Gr_""" of 5 It ..-1"1 2,400 plll11 .. 1 .. 1U5.

".u ',,'3 in Ta.a. ~d of Yarer ~1D."' .,,1 .. leUu 's6DS. Jl1IJtor,c:.al ohcrvat100 "ell. 11

lop of Uvucl. 520 ft. Dev.lo~Dt tut: dravdC114. of 3 tt pmap1u& 1,207 •• 1/11.11:1 for U. bow. oa Hay 20, 19106. 11~'

Open hoh tt'om SS2 to 682 tt. lop of £dvarch SS2 tt. loponod y1o1d 1,307 ,.llm1o. t_. 7S·r.

Top of .£d.vud& ,~) ft. l)ev.l.OPI"Dt ralt: drawdOWD .f 4 It PIIIDj>1 .. , 1, PSO •• llala ten: a hOIII', Dt> JUDI 30, 1967. }j

Ab ....... od. Opo .. halo trOll 400 to 638 ft. Devol­opaent Uat: aravdOlom of 0 It puapina l,200 ,dl lIl1u ~or 6 hour. in March 19S6. 1:1

Wllll 1-6 in 7CX&. aoard of Water EIla:Lnec. lul­.letia ,5608. :r.p .f .EdwarGs 458 tt. ~

'Gaaentod frOIa 200 ft to .urt.ce.o

Well I .. S 1n 'Iu.u Board. of Water .EDlir.aacl .ul .. loUo .5608. .op of Edv.ds 620 t •• ~.

Well 1 .. 4 1n Taa. Board of Water £o,1111a",. lul .. ht1a 5606. top of Idvard.. 505 tt. U'Du,acd. in" 1'.U .... vdl. }J

OpeD boh trOD. 58S to 850 if.. 'iop of Edvcrch 598 ft. UDuaed 1rT~I.cioD voll. ".ported y1ald 1,400 pllmn.

0.,1:11. bole trOQl 621 to ·664 tt. Top of Uvud. 615 tt. Reported yield 1,200 ,al/ain.

000054

N W

"oU

_or

66-:;5-906 Jt,delaid~ Ckule)'

907 l..ackland City Water Co.

· 908 do

· 909 do

· 910 aexar Count'~ WC&lD

I Ne. 16, Well 2

I 911 Aobert iIoetd. I

· 912 Cit)' Waur j)oard, Harbach Station, Well I

· 913 City Waur Board, &rbach Srauon, W.ll 2

· 9J. Lacklanc1 Clt)" Watcr Co.

915 Mexican &ptilt Children, ~DlDC

916 do

36-JOJ i..on Valley Wate. Supply Co.

· 102 Chy "'ater Iloard, WUf&bach Station, Well 1

103 City Water lIaar~,

Wur&bach Station., Well 2

· 104 City Water board, Wun:bach Station, Well 3

· 10.\ Chy WAter itoard, 1iur:r.bach Sution, Well ,

107 Leon \laUey Utiliry Co., Well 1

Su. footnote. at ~d of tAble.

!lat. DrUlcr eoaapleted

Frank Roac:ukranz 1953 Ea Son,

Hoo.-H.uk.i.n.5 1955

J. R. Jobusotl 1957 Drilling Q. Supplu,

c!o 1962

l..aynr texas Co. 1967

-- --

S1D.cr-wJDe 10&, 1973 Divi.iol:).

do 1974

-- 1960

Fntd &urkeu 1919

-- --Cravens Drilhng Co. 19"3

:t..yne IVtas Co. 1963

ka.ty Drillina: Co. 1967

do 1968

cia 1908

li ... k1D Pump Ia Scn. 1970 ~e.

t.bh 2. ·-R.corch of ,.lected WeU. in Bexar CoUDt',,-"CoDtinued

Casini WaUT-...-!IVO

Depth Altitude Below of Diu>· lin"" of land laDd· Pate of

vell erer Depch burin, .uriace .uriac .. .... ,ure.eut (tt) (in. ) (tt) unit (tt) a..tUII

(ft)

990 7 -- 1C£S 782 -- --845 8 blo8 = 8U Ul.89 Apr. U, 1960

131.41 Junl 18, 1965

1,06. 12 904 leIS 795 175 F.b. 20, 1957

1,107 20 308 leIS 778 -. --I. 912

1,050 16 620 leE> 781 U7 Oct. 9, 1967

916 6 -- ~U 801.1 113.17 AuS· ll, 1937 156.87" ' n.e.. I, 19510 110.88 n.c.. 3, 1959

1,040 30 304 lCEB n. -- --26 HI

1,040 30 301 leES 75'. '57.60 Feb. 14, 15I7l. 26 594

1,109 8 938 leES 792 -- --900 6 -- kCD 766 100 1950

920 10 -- XCI! 967 -- --3lo0 8 300 KeU 809 -- --786 30 337 KeD 905 -- --

824 30 342 ltCEB 9lJ -- --

808 30 322 ltCEB S88 -- --

814 30 323 KeIS 890 22>.47 Sept. 22, 1970 189.17 Feb. 12, 1975

550 12 H6 KeD 8E2 200 Dcc.. 28, 1970

IIotbod u •• of of a .......

11ft v.tar

r, E 5

P Reported yield 40 lal/min.

r, E P Open bah trOD 648 to 645 ft. Top of Edward. 75~ ttl H,1atoric.al ob,crv&tion .... U. 11

T, I P Open bah trOll 904 to 1,066 tt, Ccawt _d trOll! 904 tt to ,uriaee.. 'lop of £Q"'arc15 !'IC.14 it. Pump nt at 200 ttl DevelopJDtpt ,eFt: ar."oOWll of 2 ft pump1~, 1,750 pl/m1h OD Fob. 20, 1957. }

T, E P Opao bole trco 912 to 1.107 ft. talented from 125 912 tt to __ urface. lop of l'4varcb 910 ft. }'

T, I P Opc:o hoh trco 620 to 1,050 ft. C .. ented trom 125 620 It to .urtaee. Ih:velofllhDt t •• t: clravdovn flf

!I it pwapiD& 1,S20 .al/aiD for 24 houri on Oct. 9, 1967_]}}f

C, E ~ Wen 1,,12.2 1D t .. 1 Board of W.tCT £zacio •• n lul-llta )608. Bhtoried obaarvat1on vcll. ~.

T, I P OpeD boh b_ "'91 to 1.040 ft. C_cted from 600 591 tt to '''triac ... 'top of £,d"a.r\i, 5510 h. Devd.

OPM:Dt telt; clravdown· of Sl.ll ft pUlDpia& 8,626 ,&lImp OJ:!, )rtov. 1f t 1973 . .,!-' ~

T, I P OileD boh from 594 to 1,040 ft. Cauntd from 600 594 it to aurtace. Top of Uwuci. S9~ tt.. Devil ..

OFDCDt test: c1rawQowu of 4.8 tt pumpill& $,086 ,&I/lII1D CD feb. 14, 1974 • .J,'~

r, I p --50

Sub, E P Wall 1-136 in texas Boud of Water £Da1n •• n 7; lulht1. 5606.

T, I lrr, P --15

Sub, I P Open hoh tr~ 300 to )40 ft.. Dellclopa.nt te~t: 15 dravQ.O\ID of 0 ft puapib& 300 .al/ain tor oS bour5.

r, I p Open bole froa .337 to 186 ttl c..cnt cd from 600 337 it ~o "u:rfacc.~ Deve10pc.ent teat: drawdovn of

2 it pumping ),491 sal/min tar II bours 00

lI&<. 19, 1963. ]} }II]} III

r, E p Opc~ hole frOlll/l 342 to 824 ft. c.eme:oted from 1,000 342 ft to aurfacc. ]:I

r, E p C.cohd ttOlR 322 ft to aurfa.c&~ DC'Yelopll&nt teat: 1,000 dravclCMD of S tt pump1D& S,OOO ,al/min for 16

hour,. JJ 1]:'

T, I P ClIDent ed from 323 ft to .uriace. Ob ... rvation wcU. 1,000 l'~

r, I p Opu boh trOll 416 to 550 ft.. Cemented from 416 It to eurface. Top of Edwards 406 ft. }'

000055

Table 2. --R.cord. or Selcc:ccd W.ll. in 8exar COunt'y--Couttauod.

Dopth Altitude Date of D1 ... - Water of land land- Oa'. of llethod UII YoU Owner DrUlor compleud ",ell .ter Depth bearing lurface surfac. 1D .... ar-... nt of of laa.rk.

(ft) (1n.) (ft) unit (tt) datum 11ft v .. ter

68-36- 108 W. R. Crdg J. T. Jobnll!on w .. t1:r 1963 484 450 KCEB 870 Sub, £: lnd Ceq.ented from 430 ft to ,urfacc.. Top of Edwardl Dr1l11u& & Serv. 15 428 ft. J!

109 -- Coleman Ml.x Gariers 366 KCEn 891.6 2U.60 July 21, 1932 c, w D, S Y,ll t .. 11 ill Taal Board ot Water Engineers &al-200.50 Dec:. )0, 1936 laUn S608. Historic.l oblerv.tion "aU. '!J

uo R. C. ll&mcru KCn . 845 202.85 July 21, 1932 C, E \leU 1~l8 in Texal Boarci of Water £nain.u. au1 ... 205.47 Nov. 3, 19S4 hUn .5606. H.1stOJrical OOUrv&ClOn "'U. ,!'

;¥: III 'Iimberc.raek t'tiUt)' lia .. kin Pump ta Sarv. 1972 677 Ib 330 KCEF. S02 122 Nov. -", 1972 !, E Op~a nole froDl 330 to 6;7 ft. Cemented trOll 330 Dbtrle:t Inc. 200 :0 ,uri.ce. lop of EC" .. rd., 335 t;. D.veloptaanc

ttlJ;: drawdowu of .50 it pUltipina 3,052 .al/min for 12 hourI on Nov. II.. 1972. !}

112 Max Smith 1947 SOD KCEB 838 211.01 Ma:. :., 19~7 PluUed.. Riltoric:al oburvation well. ~/ 151.52 Jan. 3, 1961

113 City Water .Board, J. P. Bcokendorfer 1916 1,100 12 lCEa 902 230.6 Au,. l~, 1933 I, i: Well 1-39 in Tuas aoa=~ of lJater Engine". kl .. Wood lalo(1l Hills 60 ln1n 5608. Drilled. to 2. aS3 ft plu8Bed. b~~k co' St.tion

1,100 ft. 1- ~ U4 HoelS" Subdivh10n G. 8r&a:adle 1952 KCEa 822.4 180.0 Mar. 25, 1952 !, £

20 US S. 1. liodle. do 1949 444 KCEn 815 t, E

IS 204 J.ck Calper 1947 502 300 KCEa 825 --:' t, E

I\J ~

7; 20S Cicy u.ter Joard., J. a. JQb"lon 1953 956 20 421 KCEB 80S 174.0 May 17, 1953 Sub, E BaDd8f. Station Drlll1ns & SuppU ..

400

206 Ci ty 'WI. ter Board., do 1950 748 18 537 KCEa 756.2 93.4 JAn. 5, 1951 Sl.Ib~ E SUD.hine Station 200

207 City Water Board, do 1951 1,030 20 495 KeEB 755.1 108 Oct. Sutton St.a.tiOD Ill. 5 May 20,

, 208 Lo_ do 1953 840 20 bl4 KCEB 813.1 63.2 June

"... Cicy Water Board. Linda St.&tion

~: )01 H. C. Stolle KCEB 751.3

.:I:: 302 City Water &cArd, J. R. John.on 1946 744 16 452 KCEa 738 Dreamhill Station Drillins &. Suppl1es 14 637 10

303 R. E. ~Ilvaine Lorenz Srochers ;40 Ret»'

Se. ioorncn::u at end of table.

000056

'.

I I I I I. I I I

NATIONAL FLOOD INSURANCE PROGRAM

FIRM FLOOD ,NSURANCE RATE MAP and, STREET INDEX

CITY OF LEON V ALLEY, TEXAS BEXAR COUNTY

ONLY PANEL PRINTED MAP LOCATOR DIAGRAM

~Ol C THIS AREA SHOWN AS

INSET A ON PANEL 03

'02C 03C

'04C

'PANEL NOT PRINTED - NO SPECIAL FLOOD HAZARD AREAS

COMMUNITY ·PANEL NUMBER . 480042 0003 C

MAP REVISED: NOVEMBER 15, 1989

000057

I I

I f

01 ,.1

-

-

..

LEGEND SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD ZONEA No base flood elevations determined.

ZONE AE Base lIood elevations determined.

ZONE AH· Flood depths 011 to 3 feet (usually areas 01 ponding): base flood elevations determined.

ZONE AO flood depths 011 to ) feet (usually sheet flow on sloping terrain): average depths deter­mined. For areas 01 alluvial fan flooding: velocities also determined.

ZONE A99 To be protected from l00-year flood by federal flood protection system under con­struction: no base lIood elevations deter­mined.

ZONEV Coastal flood with velocity hazard (wave action): no base flood elevations determined.

ZONE VE, Coastal flood with, velocity haza,d (wave , action); base flood elevations determined.

fLOODWAY AREAS IN ZONE AE

OTHER FLOOD AREAS

ZONE X Areas 01 SOO-year flood; areas of lOU-year lIood with average depths 01 less than 1 loot or with drainage areas less than 1 square mile; and areas protected by levees from lOU-year llood.

OTHER AREAS .. Z ON E X Areas determined to be outside SOO-year flood-

plain. .

ZONED Areas in which flood hazards are undeter­mined.

UNDEVELOPED COASTAL BARRIERS

Floodplain 80undary

Floodway 80undary

Zone D 8ounda,y

- 80undary Dividing Special Flood Hazard Zones, and 80undary Dividing Areas of Dif­lerent Coastal Oase Flood Elevations Within Special Flood Hazard Zones.

" .

---513---

®-----@ IEL 987)

RM7x

Uase Flood Elevation line; Elevation in Feet-

Cross Section line

Uase Flood Elevation'in Feet Where Unilorm Within Zone-

Elevation Reference Mark

-RelerelKed to the National Geodetic Vertical Datum of 1929

"

ill

i,'

.. " I"

1I"ijl~:J;,I/'JJ ; J I' 'fd: il f! 1H :i'

. I' I . I!,!

000058

I I I I ZONE X

I I f; i i I '\ , L __

. - ........... -.-- . ..... ~ ------...

ZONE )0

000059

..... , •• "1'1.

. .... _-

-/ -.. : ...... .'. , "

JOINS MTGC 257A

MIDDLE TEXAS GULF COAST

MAp· NUMBER--MTGC 249

Cj GEOMAP COMPANY SCALE I" = 4000'

o 1000 JOOO 0000

PO$T!:D TO: OCTOBER 19,1990 PROJEcr 12

i ~ e t i ; ! :c ~ ~ <D 2

> ~"

: . Q ; ! i ~~ .~

C Ii ~ ~ i ~ i~ ~ .. £. n~u ::( :;

Z c; ~ :z: ... "". 0 :;:

:;: ::(

~ ;e~o~

IoU i ~ -t!)

:l -

Ili\11 I I I I i IoU , :i

~ + -+ ~ I I % [) ~ c.. I

g

~ ,

~ ;

:E ;:i g I I I l~;i~g IoU § i :i ... -: §

I I ~ V) :( -: 3 '< i3e~ii~

~ ~ i (5

:- <) I I I ! ~ ~

0 :0 .. S ! = ":( ~ e :. :( '"

~ ii ~ w

I ~ i g Q g <) I

I i ~

I \ {2)

~ ::(

~ ::: g c: I I -~ ~ ~ --I co '"

(5 ~ < ::: " I

I + .. ... .. ~ CJ I •

,. "" ..... ".t .• -".--.. -.- ~I

000060

I

I

, I

RAI.PII t:_ SHY A-109

t:I.IZADt:rn 1'I.lINKt:!"1 A-57l

JUliN W. M("("AMII\' A-410

.-.JU\'AS A-14

. ,",',

MANUt: •. Tt:JAJ)A A·1""

.1J1

UU,NOWIT\, A-l09l

I I I I I I I

/1

JAMf$ CONN A-Ill

CIIARI.I-:'-; .-. KING A-I96

eI.AN" I .. UWEN A-565

RAt-AU. IIt:KHt:RA A-JII

411

16

1)

17/4

(-AAMUIIA (1 A-ltAl

IJAltMAllt: M()NTAI.Y A-494

Co

MIINlcn 011117. A·9..aU

.:S .. AI.II-:I A-I1l

000061

-....t D­a.. <C

';,": :~:~.tT;;~

BEXAR COUNTY,.; DEPARTM~OF'PUBlICWOIlKS

ROOM 100 COURTHOUSE SAN ANTONIO, TEXAS 78205

"IAII DO NOT WIlli IN 'HII IlOCI(

APPlICA TlON HUMin

Roc'd: .. _. __ 1, ,-------~-----------Af1UCAtiON POI PRIVATE

SawAGI 'Aamy UCfNSE .• ' .... . / ) r. W.Q. I, ORO!. () COUHfl' ORDI. ;

f ......... , C;r. u~'" .. ,."lIc Wo." . t It ..... , mol. Oft 1cGi~ lot CI' pe,mlt 'A .onll,ud 0' p,lyat ••• woe- .,.t.m In a .. a, Coun'" T •• a., o. requ.red ta, ... ., C-ty P,lvot. s.w.p, 'ocdltf •• tv'" . ' .. (Au' INFORMATION BElOW MUST BE COMPLETED fOil A PaMfT 01 UCENSII

. ____ . Jll)!' ____ .. _.J'!Ll 11 .. ,11 III ... , IMI.wt.)

p.,morren' , MolllntAdd,o.l_ ', _______ .• __ •. o200 .. .GrissomJiaad_ .. _._ .. _SalL.Antoo 10. Texas 78238 . Nun ..... alld 5"".1' \. City

lOta,laAof -' 11200 Grl ssom Hood (f ,-j 471) ""peUf'--;' N.. ...... _d s".~i .. ,-.- ··-·----w:i,ci· ........ ii~~~ .--. ··-t.t,::oc;.-'----.-lo==.----------

If located.,.,. . . ctSuhdl".tloiu--. __ •• _.___ . LAon YiJ U~y .1!ip~~It~i~ ._ ..... J3 .• 775 acre tr_(ua-:-c:-t ___ -::.~:-:---_ . ' ...... 0' Svbd,;'i·.lo",. fSe.tlon Ho.' III.;. No.' Il .. He.' t' NOT I,.. . SUWI .. I·"""~-I"'-;;'-""-'-l';;;ii;'; (ii i,;'p';;i; "';'''.Aii;'.h ;;,i, .. -;.;~. A •• i.i ,i";;j~';;~~h ;;Si; •• h:', -:----.------------

WAlIt. iU~~t' City of San Anton I ° ...... '5, ....... If IIMII~W.II_, '""lMtIfh---.,------ . .. ------~jjj;i--·-·---.... ( ••• d· ... -;C::.= .... n:::,.:::;d~~----:SI;;-: .. -::--------

. PROPOSED U~I 9f PIO;ERn-",E OWfUlNO "n". Famll, (-) Mo""e Itom. ( ) • !!'ultl,'amlly () O,her / )

l<>V< Commercial _. __ SJ . .QLu~ fJ .llmL . .QillcjL.s.D9~E!. _ ... ~_ .. _., _ .. _. ~._-~u:-::;:e~lTl:.t:p.!.1 0:::LV e:::.e::.s::.....:w::..!..1 t:..:h~· .-:1:...:0:..-..:.1.:2:....:v..:.l.:s..:.I..:.t'.:.o~rs "'" "' .0.,..... No .• 1 '."on. 0' locallo"

----- --_ ... _-----t~of.u.,n ... No. 01 '."on. ::OI;;l~o=ca::;'Ioft::----~-----------

kltd;'" U,.di-;O;:aii.II'::----------------). CfIu,d.

t ~I ~----.-...... _._-_._------1.."0" Dally Att.ndo ... ..

AIf "mICAN" plea .. w,lt. 'OTAl. numb., of I'.ma- below, a .... '.0 •• IoIan. '0' "non."

~~~:=::.-~6)--4. lAVATORIES· . (It 1-1- T'. KITCitEN S.NKS 10. OAllAGe DIIPOSO _ .. -- -- .... ..,_ ......... - .-----.-.. --

3 . 5~ SHOWERS •• UfIllTY SINkS . ". OUAII flAP .. -6~ iAJHTUii·---·-- --'--- .. -_._" --~

S. UliMA",. .., P: AUTO. DISH WASH!I

. /stWAOI' SYllIM 'NFORMATION)

.................. A;,ut1 .. tt'if Dlt"HG SYSrrM lICINS' ONt! ....... tompt.,. IhI. bloc" ------------------"* , : Aba'odor; "-,Itfttc: tAHIC IN.otIMATlOH . '. , Abandon . AIIOIIPttOH ,luD IHfOIMATION

t NIkftW et iipa; .. ~ t" ... mt of thl. locatio",. NOft, If: Nr.'''CiA ." •• y.t ..... g.lv •• am.'nfo,mat.ott,.a,lMlow,. 1. N.o,." Wo'., W.II or Clalent Pht~IIC. , ... 'et ton, ....t tt.W-. 86· lIaclt 0' ,hi. 'o,m. . . • . .... , .. ' ,2; Typo FI.ld: ( ) f,_ch or ditch ."If.' ( ) " .. "''PH'''' hcI 5,.tom

t N_ ••• · 'w .. .,W .. itr Cltl.,n OI.lon •• ,_. _. __ - •. . r ... t ,t. DI=jIft·_"~:I> .. _h_ , .: 'OJ' ... _~ .,.t_' 1I" •• t..._--...::...,..; ...... """"-...;.I '" ",., ....:.1'.01,)1.: .... :.11' .• ,

:;' ~',: f~ ~!lI'iaAi.;iji1ii!;M:!"I 00110'\1.

'Ii ,/,. iMllj'''.it;;;'i i .. ; &. .......witt.~"""'.·,'-· --------,.-t. ~ .. ,;c·t ;,",.,

......... 'N\ -,

D. T'ench, SI.e. ITI"a' __ .,-~~';...l\ (Olt)

It. aod.o'to'" Sf ••• /WdlfJ.. _-'-_';""..1

. C. DI.t~lbutlon- p ..... 511ft . ') . 'MIMI .......,

d. lCr..d of PIpe. f l Vlt,~"" cta1, t 1 c-.t.. ) .......

:I. Ol.taroce· fr_ fleW-; , ......... lbtr. ~ .... _111'.'"-------". t. t~ ttlu, tI," : ( . t ~"'a" M.tal (Cited &6) ";:' t j ~.,.It C,,"ml. . , . ':"."; t· ,. t6ftcf.,. Pou,.d I" "ad. ,I ... *1.' ... /0 .... ,.. ---- - .. ----.--.---------'-.-:---------

,.,,;: .,w4l'" ~t. X (lg) __ f,. X (Dp,-_'t. PLEASE DRAW Ai lAYOUT AND DIM ..... ONI at YOUIt PIOfftTY 'w ~ AND SEWAGE'. SYSTlM, nco ON '''tIC Of '"'I IItIIT 01 ATTACH

, o~ '.'.: ''''~ih;'~d . _ or ( ) C ......... ,.... . A COPT Of THE: IHStAllftl PlAt."

h~"'" W ~ ..... In tUpport of Iftlt oppl ............. " • .llly, . .' .

~xs8nlt!rt.nl. . aret Van pel den 8561 Hoclle.lle . San Anto.nig, ". iexos 782~O 696-55 M:M - '. Addten· .......... .

AutMOtltAtHtM ,. hi;.5, ., ... th. a .. ar County DepoffwWftt 01 Publle Wo,h~ TellO' Wa,"!QvaUt,tltetd, .... t ....... Dlttart"'",,' of ffeofth at\CI. t. "'tit.. It," ... Ient •• , .'",ula,t, a' /oln,I,. '0 .nl • ..-.. oba.e d •• c. ,.b.d p,ope,IJ; cIu"~, cI..,. ..... hwn f.; .... pit". •• of ",.~ jIr, ..... ttwo" ......... ., tilt 01\, r ••• on con.I.'.nt w.th '''' welari+a0lltr prag,a"" or 'h", T.ael W ..... ....., ............. T_ ..... o.,-t-... ef .... Iift •. ""; ( ,." c .... tt.ldfM at --------;:/Slii..::~:::IIiIU:::: .. ~.,~~~_"::::-.. ~tl--------

000062

~ !

I I

Van'Delden Service Camp ny, Inc.

TEXAS DEPT. OF HEALTH 110338

SEPTIC SYSTEM DESIGN - INSTALLATION REPAIRING INSPECTION CONSULTATION CLEANING

nnlE:April 24, 1990

§.IIE INFORMATION

PROPERTY DESCfUPTION: 8. 7IS acres trac t, Leon Va lley Ranches

PROPERTY ADDRESS: 6200 [lr i ssom Road (F 11 IJ 7 J )

SOIL PROFIL~: Clay loam over clay

DESIGN CRITEIA~ 60 minutes per inch

MINIHUH SEPTIC TANK SIZE: 1000 ~allon

MINIMUM ABSORPTION AREA I1EUUIRED: -840 sq. - f t.

NOlE. This system is design to accomodate a office building with 4-8 empldyees with 10-12 visitors a day_

FLOt)~ CERTIFICATION

xxx Not within a 100 year flood plain

Within a 100 year flood plain

Map Numbert Servey Plat

xxx Not:. within the Edwards Aqui fer rechar-ge zone

Wlthir1;ttiEt Edwards Aquifer recharge zOlle ~: :..~: .. . I

,.,.,1:15 1Si!:;--rt-C .. V .... titH HAS ... ..,F-N DI!!:!S:teNII!!:D U!SrNB ACCFPTAll'tl..1!:

I!:Nct:tNlI!!:lEftSNet "''''Ac-rtClI!!:e ANn AHOUl..D I!III!!: I!OCPI!:CTEO -,r) rUNTrON

--------~· ... _ta'tI!!:AT:tNA A HI!!:Al..TH HAZAF";O OR punt-:tc NU:tI!JANCI!:. ,f, •

. . ~ ~ . .

\;

If_"., :.: ~: !: .. ~ ,

- ...

000063

000064

CO~NTY -liB.r:;rx~A\.EP _______ _ LEGAL DESCRIPTION Lo~s 7-8-9-10-11-12A. Leon Valley Ranches Subd OWNER _-=E::ARL==--=J.::.UD::;,;S:..;O;:.::N:....:::UH:::L=--______ ..:.-_

PALOMA ENERGY RESOURCES CO. JOB NO.,-,3::..:!.1~00:l..l.7L9 __ _

TITLE RUN SHEET

GRANTOR GRANTEE INST. DATE VOLJPG. DATE COMMENTS Lots 8-22. inclusive and Lots 26-32,

1~·C. Sawyer Hugh A. Rogers etux Annie \IDVL 3-18-39 1883 /301 2-12-42 inclusive out of Leon Valley Homesites ref Flat 1625/20

I

Hugh A. Rogers R.E. CulvE:r and 'V.'DVL 3-18-44 2063 137 6-21-44 Lots 8-22. inclusive and Lots 26-32.

2. etuy. Annie Ralph Farkman / inclusive. Leon Valley Homesites Subd

R.E. Culver Eleanor Rye Menge WO/assumpt 7-31-45 2153 144 9-14-45 All mY undivided 1/2 half interest in

/ lots in Leon Valley Homesites Subd 3. et vir V;'. S.

ref 2063/137

Ralph Parkman Eleanor Rye Menge WO/assumpt 7-31-45 2149 144 . 9-14-45 All my undivided interest in lots 4.

single man et vir Vi.S. / : in Leon Valley Homesl.tes Subd.

W.S. Henge Lots 8-22. inclusivE:, and Lots 26-32. inclusive in Leon Valley Homesites Subd

5. etux Eleanor M.A. McEachern WOVL ' 6-8-49 2639 / 210 6-13-49 Ref 2063/137

Vacating Lots 8-22, inclusive and Lots N.A. McE.achern The Public Plat 7-20-49 2575 I 228 8-14-49 26-32. inclusive in Leon Valley Homesites

6. Subd into Leon Valley Ranches Subd.

being 116.23 acres out of CB 4430 and

/ CB 4431

7. .,

H.A. !olcEachern OttO C. Dhl \,'DVL 5-12-50 2837 I

504 5-16-50 Lots 9-10-11, Leon Valley Ranches Subd. 8,

H.A. McEachern Ed L. Weyel etu:x Hary 'I.'D'TL 8-11-52 3217 / 230 8-14-52 Lots 12-13-14-15, Leon Valley Ranches 9, Subd.

}:.A· McE-achern Fernando Hartinez etux WOVL 9-3-53 3391 / 190 9-22-53 Lots 7 & 8, Leon Valley Ranches Stibd. 10 I

000065

COl)NTY _-,-.....t:.BCii:.EQoIXAR:w...------LEGAL PESCRIPTION ______________ -.:..... OWNER _...:EA=R.:;:L-"J::.:UD~S::::O;::,N_UH=L::..._ _______ _

PALOMA ENERGY RESOURCES CO. TITLE RUN SHEET

GRANTOR GRANTEE INST. DATE VOLJPG. DATE'"

'Otto C. Uhl State of Texas ROW 1-26-55 3625 / 323 2-3-55 1.

Ed L. Weyel etux State of Texas ROW 1-31-55 3647 / 308 3-10-55 2. Virginia aka Mary

Fernando Martinez

3. ,etux Delia State of Texas ROW 2-16-55 3653/ 122 3-18-55

Otto C. Uh1 Earl J.

4. etux Katherine Uhl. single man Gift Deed 12-29-60 4543 / ,26 12-30-60

Otto C. Uhl 5. 'etux Ratherine Earl J. Uhl, single mand Gift Deed 5-18-61 4603/ 295 5-19-61

-

,

I :Fernando Martinez

6. 'etux Delia Earl Judson Uhl WDVL 10-5-65 5441 / 623 10-7-65

Ed L. Weyel. 5865 r 761 7.1 ;etux 11akY . Earl J. Uhl, single man WDVL 11-10-67 11-27-67

Estate ,of Otto 11131805

8. C. Uhl, deceased The Public C/C Probate 9-11-71 / 9-23-71

Earl J. Uhl The Public Plat 4-23-73 7000/ 166 5-22-73 9.

Katherine Uhl Earl J. Uhl Power of 4474/ 10. Attorney 4-6-81 751 12-29-88

JOB NO •. .....;3;...:;1.....;00.....;79~ __

Page 2

COMMENTS

Out of Lots 9-10-11 totalling 0.112 ac out of Leon Valley Ranches Subd.

Out'of Lots 12-13-14-15 totalling 0.134 ac out of Leon Valley Ranches Subd.

Out, of Lots 7 & 8. totalling 0.045 ac out o,f Leon Valley Ranches Subd.

Undivided 1/4 interest in and to Lots 9-10-11. Leon Valley Ranches Subd.

Undivided 1/4 interst in and to Lots 9-10-11 Leon Valley Ranches Subd

Lots 7 & 8, Leon Valley Ranches Subd.

Lots 12 & 13., Leon Valley Ranches Subd.

' Left estate to wife, Katherine

Resubd of Lots 12 & 13 into Lot 12A of Leon Valley Ranches Subd

Full Power of Attorney

\

000066

COUNTY _---llB~rx:...::.ARl:...._~____ LEGAL DESCRIPTIQN .,...--,.. _________ ---.-_,.----,---,.,'QVVNEA EARl- :JUDSON UHL

GRANTOR GRANTEE

1. Earl Judson UhI County of Bexar

2.

3.

4.

5.

6.

7.

8.

9.

10

, I : I

PALOMA ENERGY RESOURCES CO~ TITLE RUN SHEET

INST. DATE VOLJPG. DATE

Judgement 5-4-89 4598 I 303 II

6-28-89

I

I

I

I

I

I

f

/

f

JOB NO.,-=3::..:;1=OO~79~ __

Page 3

COMMENTS Con'clemnation of an easement across'" Lot 7, Leon Valley Ranches Subd. totallin2 0.230 acres

;

.

000067

AppendiX Ij

000068

I I I I

I

I I I I I , , ---

SOURCE: TOBIN SURVEYS, iNC. APPROXIMATE SCALe:: ~. =5GC'

03/1,)/93-TC

• r-'~Ef ]/' PROJECT SITE AERIAL PHOTOGRAPH - 1954 G ~ ,,!,~ • .,~~~~~~~~ 310079

UHL'S STORAGE 6200 GRISSOM ROAD SAN ANTONIO, TEXAS

000069

.. , 1

~

J i

I I J t I I I I t 1 1 1 1 , 1

;/r.,.." "--.... :>

j i i I I I 1 ~ J l

i 1 1 • I j

I I I

I

I t~ ,_ 03-';

".If ., ~ ______ t:;.!~_O_'V_'E.G.~_~_S./.T.E.A.' _.:='.Rl.A.L_P •. '-;.O.T.O_G.R.A.' .?'"-:_-_'9 .... 9,.' .. ' _____ ...1 r-::l _ I..,HL'S :3 -CRAGE '3200 GRISSOrvi ROA.) SA,\,·I""-:-O:'lIO. -:-=:U,S ~

000070

Appendix C

000071

..

U "I

I PHOTOGRAPHIC INDEX

• I

I Photograph 1: Site Property Looking Northeast Along Grissom Road

Photograph 2: Main Entrance to Site off Grissom Road

I Photograph 3: Back Entrance to Site off E1 Verde Street

i Photograph 4: Interior of Front Office

I Photograph 5:

Photograph 6:

Interior of Kitchenette

Building 6

I Photograph 7: Building 8

-Photograph 8:

Photograph 9:

Typical Interior of Storage Room

Building 12

~ U ~, Photograph 10: Typical Gravel Driveway

-Photograph 11: Interior of Elton's Auto Shop

Photograph 12: Typical Gravel Outdoor Vehicle Storage

~j if Photograph 13: t Grass Outdoor Storage Area in Eastern Section of Site

I Photograph 14: Flammable Storage Building

Photograph 15: Interior of Flammable Storage Building

t Photograph 16: Water Well On-Site

I Photograph 17: Cover Removed Showing Well Head

-Photograph 18:

Photograph 19:

Water Storage Tank

Septic Tank Location

I Photograph 20: Septic Tank Location

I Photograph 21: Septic Tank Location

I x:::: Consultants

000072

I I I I I I I I I I I I I I , I 1 1

1

Photograph 22:

Photograph 23:

Photograph 24:

Photograph 25:

Photograph 26:

Photograph 27:

Photograph 28:

Photograph 29:

Photograph 30:

Photograph 31:

Photograph 32:

Photograph 33:

Photograph 34:

Used Oil Tank and 55-Gallon Drum

Drainage Ditch Along South Border, Smooth Concrete Section

Drainage Ditch Along South Border, Rough Concrete Section

North Border, Looking East

East Border, Looking North (Note Septic Leach Field)

Adjacent West, Business Park and Mini-Storage

Adjacent West, Lutheran Church

Adjacent North, Miller's Auto and G & R Auto

Adjacent North ASTs (Note Soil Stain from Leak)

Adjacent East, Vacant Land

Adjacent East, Residential

Adjacent South, Telecommunications, Inc.

Adjacent South AST and Vent Pipe

KE:i CcnsLitants

000073

f

j

t t I I I I I

PHOTO 1: SITE PROPERTY LOOKING NORTHEAST ALONG GRISSOM ROAD

I I I I I t , , ,

PHOTO 2: MAIN ENTRANCE TO SITE OFF GRISSOM ROAD

t 1

000074

-J I I t I I I 1 I ,

1

PHOTO 3: BACK ENTRANCE TO SITE OFF EL VERDE STREET

PHOTO 4: INTERIOR OF FRONT OFFICE

000075

------------------_ .. _._-------

I I J I

I

I

I

I

I

I

I

I

I

I

I

I

I

I '.

_ .1, :L :I..:...'~-~

--- d __ .1

PHOTO 5: INTERIOR OF KITCHENETTE

PHOTO 6: BUILDING 6

000076

i j

i

J

I I I

PHOTO 7: BUILDING 8

PHOTO 8: TYPICAL INTERIOR OF STORAGE ROOM

000077

d

I J J I I t t I I t t I I I I I I 1 1

PHOTO 9: BUILDING 12

PHOTO 10: TYPICAL GRAVEL DRIVEWAY

000078

I I I I I I I I J

I I J

I J

, I 1 J

,/ ':--.:.' ~', , >'

..-.4';li ~~ 7"?'i~r"-A

PHOTO 11: iNT=i=lIOR OF =!....TON'S .;l.UTC SHOP

PHOTO '12: TYPICAL GRAVEL CUTDOOR VEHICLE STORAGE

000079

I I I I I I I I I I I I 1 1 I

J

1

PHOTO 13: GRASS OUTDOOR STORAGE AREA IN EASTERN SECTION OF SiTE

PHOTO 14: FLAMMABLE STORAGE BUILDING

000080

J I I I

I I I I I

(I

jl d

PHOTO 15: iNTERIOR OF F:....AMMABLE STORAGE BUILDING

P~OTO 16: WATER WELL ON·SITe:

000081

I I I I (

I t t J

I I I J

PHOTO 17: COVER REMOVED SHOWING WELL HEAD

PHOTO 18: WATER STORAGE TANK

000082

I I I

I

I I I J

I

PHOTO 19: SEPTIC TANK LOCATlON

PHOTO 20: SEPTIC TANK LOCATION

000083

I I I I I f I I I

I I

I

I

I 1

1

I

1

PHOTO 21: SEPTIC TANK LOCATION

PHOTO 22: USED OIL TANK AND 55-GALLON DRUM

000084

I I I I t I I I I I I I , , I

1

I I

PHOTO 23: DRAINAGE DITCH ALONG SOUTH BORDER, SMOOTH CONCRETE SECTON

;~ :---\

J,

PHOTO 24: DRAiNAGE DITCH ALONG SOUTH BORDER, ROUGH CONCRETE SECTION

000085

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PHOTO 25: NORTH BORDER, LOOKlNG EAST , I .."..

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PHOTO 26: EAST BORDER, LOOKING NORTH (NOTE SEPTIC LEACH :=:El::\

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PHOTO 27: ADJACENT WEST, BUSINESS PARK AND MINI-STORAGE

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PHOTO 28: ADJACENT WEST, LUTHERAN CHURCH

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PHOTO 29: ,ADJACENT NORTH, MILLER'S AUTO .AND G & R AUTO

PHOTO 30: ,ADJACENT NORT:-i.l.SrS (NOT::: SOil ST.~IN FROM LEil.K)

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PHOTO 31: ADJACENT EAST, VACANT UNO

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PHOTO 32: ADJACENT EAST, RESIDENTiAL

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PHOTO 33: ADJACENT SOUTH, TELECOMMUNICA-:-iCNS, ii'·IC.

PHOTO 34: ADJACENT SOUTH AST AND '1=NT ?~PE

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Appendix 0

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I I

ANALYTICA SOLUTIONS

an Analytica Group company RESULTS OF BULK ASBESTOS SAMPLE ANALYSIS BY POLARIZED LIGHT MICROSCOPY (PLM) EPA-600/M4-82-020

Client: K E I CONSULTANTS

_ project ID: 310079, COC 512

~ i I sample Description:

: Sample Number sample Date Description

18000 W. Highway 72 Golden, CO 80403-8299

(303) 420-4449 (800) 873-8707

FAX: (303) 420-1434

LGN: 304601

Page: 1 of 1

1310079-1

310079-2

03/02/93 Floor tile/front office (composite analysis) [no mastic]

03/02/93 Ceiling spray-on/bathroom

1---I I Results of PLM Analysis: Visual Area Estimation: Percentages Detected

II Sample Number: 310079-1

'\sbestiform Minerals: Amosite

I nthoPhYllite hrysotile

Crocidolite Ifremolite-Actinolite

TOTAL ASBESTOS 0

itther Fibrous Materials: ibrous Glass ________ __

Cellulose

I ynthetics ther:

rercent Nonfibrous Material 100

310079-2

o

1

99

I L ... Anal

Yst

, . ~ i? ~ , Cra~g. 0 ..

, Date: 03/11/93

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0' ... ::, '

~IENT: ". . '····ker CD,oS'lJLrkvrs:. -lAX.

7329 IlClAdDEErl,. ?PAIL

SAN A NiON I", 7?<' 782..38 Phmie: (:2IQ)' b eO : .. >;3767' , Fax: (210) bBD .... 376.3 '.

! .

. Verbal results to: CA£L ~-NJ Phone: e-.tTr 24:3

Disposition of samples:

18000 W. Highway 72' ,. Golden. CO 80403-829~

420.4449 r

873-8707

ORetum 1i;lI?~:,rejjv~t.~iIl~~rrl.9l,\~~1 ~,.,;,:,.:,.,.".,!J.;~"; S~MPLES WILL BE' J>JSPOSEtf'OF',' '.' ". AUTOMATICALLY AFTER' 6 . i."'" • MONTHS IF RETUR~ BOX IS NOT MARKED.

Other

.' BULK ASBESTOS SAMPLE:.bATA·

SHEET:: • 0-1.

0

. Page_i_of ~

LON:

Project 10:' . '" ,', 31co7.9 "

COG,' 5/2... '

, . Purchase Order:

L Inf~nna~on: ._

.' Rehnqu.ls~ed?y~~: ~~M" ~ .. ~3. ~3 ~~~~7t~,~e,~Y: ".{Jr., tla. '9 c,P. 0b~.,\.,~2.~J~?rrJ~h" ['R6ihiqu:~'Wf~k1!''rt:''!'l"'''' ' ;::!:!t:~f;tt~bt t. '. . ..... (D"~~')

Relinquished by: , Rec~ived by:_·_·..---~~ _____ --=---=:::--:-l 002.0492 (Dale/flme) " ..' (Dalerrime)

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1

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