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COMPLIANCE INFO_PRE 2019
Environmental Health - Public
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2200 - Hazardous Waste Program
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PR0505915
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COMPLIANCE INFO_PRE 2019
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Last modified
11/22/2021 11:19:40 AM
Creation date
3/2/2020 11:01:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0505915
PE
2227
FACILITY_ID
FA0007080
FACILITY_NAME
BBB Industries DBA QBR BRAKE INC
STREET_NUMBER
2325
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
Way
City
Stockton
Zip
95206
APN
16334008
CURRENT_STATUS
02
SITE_LOCATION
2325 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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DRAFT <br />QBR maintains a small Maintenance Department, with each manufacturing unit <br />providing staffing for maintenance of their separate manufacturing operations. The <br />Maintenance Yard is located in the Manufacturing Yard. The maintenance activities <br />typically take place the equipment being serviced is located. Metal work and hot <br />work (cutting, machining and welding) typically take place outside on a concrete pad. <br />1.5.4 Site Drainage and Surface Conditions <br />Figure 2: Site Improvement Plan shows that the QBR=s manufacturing areas are <br />completely concrete paved. The site is bermed on the north, south and east sides. <br />The west side of the site is graded to direct surface drainage east toward=s the <br />site=s in -ground drainage system. <br />All stormwater and surface drainage is directed towards the site=s engineered in - <br />ground drainage system. Drop inlets are located throughout the site to receive the <br />stormwater and surface drainage from QBR=s exposed industrial areas. QBR has <br />installed at each if its drop inlets S.I.F.T sediment and oil filtration devices (see <br />Section 5: Appendisces) to remove sediment and residual oils that may enter into the <br />site=s stormwater runoff. <br />The majority of QBR=s stormwater runoff is directed to the City of Stockton=s <br />Drainage Detention Pond located at the northwest corner of the site. Surface <br />drainage from the west end of the site (Caliper Core Yard) is directed to two onsite <br />drop inlets . Drainage from the drop inlets located along the site's western <br />parameter is co -mingled with the discharge from the City of Stockton's Stormwater <br />Drainage Deterntion Pond. <br />QBR's remaining stormwater runoff is co -mingled with the runoff from Army Court <br />at the catch basin located at Army Court. Stormwater from the surrounding <br />Industrial Park at Army Court is discharged to the Drainage Detention Pond. The <br />discharge from the Army Court catch basin is discharged to the Detention Pond. <br />Discharge from the Drainage Detention Pond is under the control of the City of <br />Stockton=s Public Utilities Department and the City of Stockton=s Municipal <br />Stormwater Discharge Permit. <br />1.5.5 Significant Spills and Unauthorized Non-Stormwater Discharges <br />CATEMMMPREV2.doc Section 1-14 <br />
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