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COMPLIANCE INFO_1995-1999
Environmental Health - Public
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LOWER SACRAMENTO
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2300 - Underground Storage Tank Program
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PR0231161
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COMPLIANCE INFO_1995-1999
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Last modified
6/9/2020 3:54:44 PM
Creation date
6/3/2020 9:45:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
1995-1999
RECORD_ID
PR0231161
PE
2361
FACILITY_ID
FA0003726
FACILITY_NAME
fast and easy mart #103
STREET_NUMBER
8660
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
Zip
95210
APN
079-170-390-000
CURRENT_STATUS
01
SITE_LOCATION
8660 LOWER SACRAMENTO RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\UST\UST_2361_PR0231161_8660 LOWER SACRAMENTO_1995-1999.tif
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EHD - Public
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H"r L Mr.Michael Kith <br /> March 22,1999 <br /> GROUP INC. Page 2 <br /> 8. The plan indicates Teleflex flex connector,the cut-sheet shows FIosemaster fles <br /> connector. Please specify and submit cut-sheet as needed. <br /> See attached Teleflex flex connector cut sheet. <br /> \9. Overfill containment information and cut-sheet. <br /> Overfill containment is OPW IG2100, S gallon spill bucket. See,attached cut sheet. <br /> 10. ut-sheet and third party ap=b0�tcufor e proposed'flex boots. <br /> e attached Environ flexibltsheet <br /> \,11. F3 of the plan does not show striker plate under all tank openings.. Please verify. <br /> Steel striker plates under each opening. See Section 1 and detailsA and B, Sheet F3. <br /> 12. Dimension and cut-sheet for the dispenser pan. The plan and cut-sheet show different <br /> dispenser pans. <br /> We propose to use Phil-rite;FG-4212, dispenser containment_ See attached cut sheet <br /> 13. The buoyancy calculation is not site specific. The tank:size for the calculation on the <br /> plan is 12K,in the submittal is 10K. Both calculations:do not have engineer stamp and <br /> signature. Please submit a site-specific buoyancy calculation with engineer stamp and <br /> signature. <br /> Site specific buoyancy calculation with engineer stamp and signature is provided. See <br /> attached calculations. <br /> I trust that these responses satisfactorily address the comments contained in the referenced <br /> letter..Ifyou have any questions,feel flee to call mm <br /> Respectfully,- <br /> DESIGN GROUP,INC. <br /> Chris Lucia. <br /> Job Captak <br /> F:�rR �nocs�xrrfl-cx�.noc . .-- <br /> IW <br /> g <br /> ry <br /> BELLEVUE. WA LA HABRA�. CA SACRAMENTO.- CA SCOTTSDALE. AZ <br /> C�rte ' A 1 WN <br /> r <br />
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