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3500 - Local Oversight Program
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PR0545741
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/8/2020 12:41:45 PM
Creation date
6/8/2020 12:30:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545741
PE
3528
FACILITY_ID
FA0006284
FACILITY_NAME
YAMADA BROS INC
STREET_NUMBER
15406
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
18917007
CURRENT_STATUS
02
SITE_LOCATION
15406 S TRACY BLVD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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c Q <br /> ADDITIONAL INFORMATION REQUIREMENTS <br /> FOR A REPORT OF WASTE DISCHARGE <br /> CONTRA COSTA WATER DISTRICT <br /> ALTERNATIVE INTAKE PROJECT <br /> OCTOBER 2007 <br /> Please provide a technical report prepared by a California licensed engineer or geologist that <br /> presents the following information. <br /> Project Description <br /> 1. Describe the project, construction techniques, and anticipated start and completion dates. <br /> 2. Define anticipated dewatering points and typical dewatering well construction. <br /> Dewatering Operations Information <br /> For each discrete dewatering disposal site, provide the following: <br /> I 3. Property owner and contact information per Section 1.D of Form 200. <br /> 4. A copy of the landowner agreement authorizing discharges on the property. <br /> 5. One or more maps that show topography, property lines, buildings, surface water drainage <br /> I courses, and proposed discharge areas. <br /> 6. The estimated daily peak and daily average volume of water to be discharged. Describe <br /> any seasonal variation in discharge rates. <br /> 7. For each pond and other land disposal area, provide the following information: <br /> a. Identification (name) and function of the pond (e.g., temporary holding or <br /> percolation/evaporation); <br /> i <br /> b. Surface area, depth, and volumetric capacity at two feet of freeboard; <br /> c. Height (relative to surrounding grade), crest width, interior slope, and exterior slope of <br /> each containment berm; <br /> d. Materials used to construct berms; <br /> { e. Estimated steady state percolation rate; <br /> f. Depth to shallow groundwater below the base of the pond; <br /> g. Overfilling/overflow prevention features; and <br /> h. Operation and maintenance procedures. <br /> { <br />
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