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SITE INFORMATION AND CORRESPONDENCE_1992
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0506824
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SITE INFORMATION AND CORRESPONDENCE_1992
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Last modified
4/7/2020 2:59:29 PM
Creation date
4/7/2020 2:38:50 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1992
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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3.4 (Task 2)-Topographic Survey and Mapping. The AE shall prepare and <br /> submit topographic site and strip surveys in accordance with the requirements <br /> of Section 8.0 of this SOW. A land surveyor registered in the state of <br /> California shall supervise and certify all survey work provided under this <br /> SOW. These documents shall be prepared in accordance with HNDM-1110-1-1 <br /> (Reference 10. 1) . The AE shall submit versions of this document in accordance <br /> with the requirements of Section 4.0 and the schedule provided in Section 5.0 <br /> of this SOW. <br /> 3.5 Remedial Design Documents. The AE shall prepare and submit <br /> remedial design documents that describe how the selected remedy will be con- <br /> structed, operated and evaluated. The technical aspects shall include as a <br /> minimum, identification of the influent and effluent streams, physical and <br /> chemical parameters, calculated system efficiencies, equipment layout, siting <br /> and support requirements, and any special or abnormal site conditions. The <br /> system shall be designed for construction using readily available, off-the- <br /> shelf, standard products and equipment to the maximum extent practical. The <br /> system design shall include all wells, pumps, valves, controls, meters, trans- <br /> mission lines, holding pond and other appurtenances for the system to be fully <br /> operational. An extraction well network is being installed by the Government <br /> at this time; the AE shall incorporate the extraction wells installed by the <br /> Government into his design. The AE shall consider both the known and the es- <br /> timated characteristics of the aquifer and design the groundwater remediation <br /> system accordingly. The AE's design assumptions and decisions shall be <br /> thoroughly documented. <br /> 3.5. 1 (Task 3)-Remedial Design Report and Analysis. The remedial <br /> design report and analysis shall document the technical aspects, assumptions, <br /> philosophy, and reference sources of the project in order to assure that the <br /> design is consistent with the ROD and design manual and provide effective <br /> remediation. The specific format and content of the document shall be consis- <br /> tent with Section 4.2.3 of Reference 10.14 and in accordance with HNDM-1110- <br /> 1-1, section 2-10 (Reference 11.1) . The remedial design report and analysis <br /> shall identify how the Applicable or Relevant and Appropriate Requirements <br /> (ARARs) are addressed and shall also include construction schedules. <br /> The AE shall submit versions of this document in accordance with the require- <br /> ments of Section 4.0 and the schedule provided in Section 5.0 of this SOW. <br /> AA-4 <br />
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