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COMPLIANCE INFO_1993-2007
Environmental Health - Public
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COMPLIANCE INFO_1993-2007
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Last modified
7/20/2021 2:45:06 PM
Creation date
7/3/2020 11:10:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993-2007
RECORD_ID
PR0440068
PE
4434
FACILITY_ID
FA0001871
FACILITY_NAME
CALIFORNIA CLAY LANDFILL
STREET_NUMBER
3242
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17702029
CURRENT_STATUS
02
SITE_LOCATION
3242 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sfrench
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\MIGRATIONS\SW\SW_4434_PR0440068_3242 S EL DORADO_1993-2007.tif
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EHD - Public
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Califo Regional Water Quality Captrol Board �e4 <br />.e <br />Central Valley Region 1 <br />Linda S. Adams Arnold <br />Secretaryfor Sacramento Main Office Schwarzenegger <br />Environmental 11020 Sun Center Drive #200, Rancho Cordova. California 95670-6114 Governor <br />Protection Phone (916) 464-3291 • FAX (916) 464-4645 <br />htip://www.waterboards.ca.gov/centralval ley <br />11 `,it1E =111 <br />17 January 2007 <br />Andrew Keller <br />Sims Hugo Neu Company <br />901 New Dock Street <br />Terminal Island, California 90731 <br />,alt 5120007 <br />t <br />REVIEW OFAMENDMENT NO. I TO CONSTRUCTION QUALITY i ASSURANCE PLAN, <br />COVE CONTRACTORS LANDFILL, SAN JOAQUIN COUNTY <br />The Regional Water Quality Control Board (Regional Water Board) staff has reviewed <br />Amendment No. 1 to Construction Quality Assurance Plan (Amendment No. 1) received for <br />the Cove Contractors (Discharger) site. The Amendment was received on 30 November 2006 <br />and was prepared by Clayton Group Services on behalf of the Discharger. Currently, the <br />Discharger is regulated under the requirements of Cleanup and Abatement Order (CAO) No. <br />R5-2006-0707, including construction of a landfill cap. <br />In Amendment No. 1, the Discharger proposed four changes to their existing Construction <br />Quality Assurance Plan, including revising the cap footprint, revising permeability test methods <br />and testing frequencies, increasing the maximum Plasticity Index of the low -permeability layer <br />(i.e., the cap), and abandoning and relocating two existing groundwater monitoring wells. <br />Details of the Discharger's proposed changes followed by staff comments are outlined below <br />in Items 1 through 4, as follows: <br />1. Revised Cap Footprint and Perimeter Slope <br />Discharger Proposal: <br />a. Revised Cap Footprint. The Discharger noted that the original cap design <br />showed three sides of the cap footprint extending beyond the property boundary. <br />As described in Amendment No. 1, the Discharger proposed that these three <br />sides of the cap (western, southern, and eastern) be modified so that the cap <br />footprint extends only out to the limits of the property boundary. The Discharger <br />stated that the modified cap footprint would retain full coverage of the former <br />landfill and auto shredder waste. <br />b. Revised Perimeter Slope. At the locations where the cap footprint was revised, <br />the Discharger proposed to reduce the side slopes to an angle of 3:1 (horizontal <br />to vertical), as measured from the existing grade catchpoint to the final cap <br />surface. Based on their proposed side slopes of 3:1, the Discharger stated that <br />they would discuss the need for a slope -stability analysis with the Regional <br />Water Board staff. <br />California Environmental Protection Agency <br />0 Recycled Paper <br />
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