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COMPLIANCE INFO_1986-2000
EnvironmentalHealth
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2300 - Underground Storage Tank Program
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PR0231866
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COMPLIANCE INFO_1986-2000
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Entry Properties
Last modified
5/24/2023 11:28:43 AM
Creation date
6/3/2020 9:53:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1986-2000
RECORD_ID
PR0231866
PE
2361
FACILITY_ID
FA0003957
FACILITY_NAME
AT&T California - UE020
STREET_NUMBER
124
Direction
W
STREET_NAME
ELM
STREET_TYPE
St
City
Lodi
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
124 W Elm St
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231866_124 W ELM_1986-2000.tif
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EHD - Public
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Mr. Harlin Knoll <br />Environmental Health San Joaquin Local Health Department <br />10 September 1990 <br />Page 2 <br />no permit to abandon in place was ever issued to Pac Bell by the SJLHD. The results of <br />this investigation are summarized below. <br />In September 1988 two borings (Boreholes No. 1 & No. 2) were drilled to lengths of 28 feet <br />at angles of 20 degrees off vertical, beginning at distances of 8 feet from the east and north <br />sides of the 550 -gallon UST. Due to their angles, these borings attained actual depths of <br />about 26 feet bgs and crossed directly beneath the base of the UST, which was reportedly <br />located at a depth of 20 feet bgs. One vertical boring (Borehole No. 3) was drilled to a <br />depth of 25 feet bgs, beginning at a distance 2 feet south of the 550 -gallon UST. Soil <br />samples were collected in the angle borings at lengths of 20 feet (19 feet bgs) and 28 feet <br />(26 feet bgs), and in the vertical boring at depths of 20 feet and 25 feet. Laboratory <br />analytical results indicated that no diesel fuel or gasoline was present in any of the soil <br />samples, but that limited concentrations of total petroleum hydrocarbons (TPH) were <br />present in the 20 -foot sample from angle Borehole No. 1 and the 20 foot sample from <br />vertical Borehole No. 3. TPH was found in these samples in concentrations of 836 parts <br />per million (ppm) and 25 ppm, respectively. No visual contamination or hydrocarbon <br />odors were noted in these samples in the field. <br />DISCUSSION <br />Diesel fuel has a carbon molecular weight generally ranging from C10 to C14. The diesel <br />fuel test, as conducted by Eureka Laboratory, is reportedly capable of detecting the <br />presence of hydrocarbons in the average diesel range in addition to detecting the presence <br />of other heavier hydrocarbons as low as C30. The TPH test identifies the presence of all <br />ranges of petroleum hydrocarbon compounds in the soil sample. Since the diesel and <br />gasoline tests detected no hydrocarbons, and the TPH test did yield positive results, these <br />substances must exist in the range of C30 or below. According to organic chemists at <br />American Environmental Laboratory Corporation (AELC), this high molecular weight, low <br />end hydrocarbon range would indicate the presence of such substances as asphalt, grease <br />and/or possibly form oil. <br />The two samples testing positive for TPH were recovered at a depth of 19 feet bgs in <br />Borehole No. 1 and at 20 bgs in Borehole No. 3. At these depths, simple mathematical <br />calculations show that the sample locations were only 1.5 feet and 2 feet, respectively, from <br />the edge of the concrete vault surrounding the base of the UST. During the course of <br />construction of the concrete vault, it is possible that detectable concentrations of asphalt, <br />grease and/or form oil may have accumulated at this depth in the excavation. The fact that <br />no petroleum hydrocarbons were discovered beneath 20 feet bgs in any of the borings <br />confirms the premise that no diesel fuel migrated from the base of the UST over the <br />40 years it has been in place. Diesel fuel is very mobile and is generally capable of <br />migrating through the soil. Asphalt, grease and other thick oils tend to remain immobile <br />due to their high viscosity. <br />Removal of the 550 -gallon UST would be exceedingly difficult due to the size and <br />construction of the vault surrounding it. The vault is composed of steel reinforced concrete <br />walls ranging in thickness from 2.7 feet to 0.5 feet, and extends vertically to a depth of <br />20 feet bgs. Removal of the UST would likely require removal of the entire vault. <br />Opening an excavation of this size could undermine the foundation of the adjacent Pac Bell <br />building to the west and could also undermine the currently used 2,000 -gallon UST to the <br />immediate northwest. <br />
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