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CORRESPONDENCE_2007 (1/07 - 6/07)
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440003
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CORRESPONDENCE_2007 (1/07 - 6/07)
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Last modified
4/27/2021 2:34:59 PM
Creation date
7/3/2020 11:06:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2007 (1/07 - 6/07)
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\cfield
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2007 (1/07 - 6/07).tif
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EHD - Public
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rr- <br />11 <br />4. Depth from ground surface to top and bottom of the sand pack interval <br />5. Depth from ground surface to top and bottom of the well screen interval <br />6. Depth from ground surface to base of installed well string <br />7. Height above the ground surface of the top of the PVC well casing <br />8. Height above the ground surface of the top of the steel protective casing <br />3.04 WELL DEVELOPMENT <br />A. The Contractor prior to development shall sound the depth to the bottom of the <br />well, and if sand or sediment are present inside the well, it shall first be removed <br />by bailing. The Contractor using a combination of bailing, surging, and pumping <br />techniques shall develop the well. <br />B. The Contractor shall begin development by first gently surging followed by <br />bailing or pumping. This is then continued with alternate surging and bailing or <br />pumping. At no time shall the surge block be forced down the well if excessive <br />resistance is encountered. The bailer shall not be allowed to free -fall or descend <br />rapidly such that it becomes lodged in the casing or damages the end cap on the <br />bottom of the well. <br />C. The discharge water shall be periodically collected and checked by the Contractor <br />for clarity and total settable solids (TSS) with an Imhoff cone. Development is <br />considered complete when the discharge water is relatively clear, the TSS reading <br />is at or below 150 parts per million by weight (0.075 ml of material in the Imhoff <br />cone), and a minimum of three well volumes of water have been removed. For <br />slow recharging wells, development is considered complete upon removal of the <br />minimum of three well volumes. <br />D. The Contractor shall obtain a water level measurement at the completion of the <br />well development process. <br />E. The Contractor shall record the following well development information on the <br />Driller's Log or a separate Well Development Record: <br />1. Method of development <br />2. Volume of water removed <br />3. Water levels (including the time of measurement) <br />4. Physical description of the water (e.g., discoloration, clarity, odor, etc.) and <br />solids removed from the well <br />Corral Hollow EMP Man Rev2Mar 22-07.DOC Page 7o/8 February 28, 2007 <br />
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