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2900 - Site Mitigation Program
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PR0506824
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Entry Properties
Last modified
4/7/2020 3:00:21 PM
Creation date
4/7/2020 2:49:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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DDJC-Sharpe Groundwater Mon&g Well Installation Wok Plan <br /> Table 1-1. Estimated Well Specifications, MW526 Well Installation, DDJC-Sharpe <br /> Estimated Estimat d <br /> Estimated Casing Casing Well Slot Length of <br /> Well Depth Diameter Material Screen Material Size Well Scr sen <br /> MW526A 45 It bgs 2-inch SCH 40 PVC SCH 40 PVC 0.010 10 fee <br /> MW526B 75 ft bgs 2-inch SCH 40 PVC SCH 40 PVC 0.010 10 fee <br /> MW526C 140 ft bgs 4-inch SCH 80 PVC SCH 80 PVC 0.010 10 fee <br /> MW526D 230 It bgs 4-inch SCH 80 PVC SCH 80 PVC 0.010 10 fee <br /> " Well specifications are dependent upon the lithology encountered during drilling. <br /> ft bgs = below ground surface <br /> MW = monitoring well <br /> PVC = polyvinylchloride <br /> SCH = Schedule <br /> • Name of the project and site; • Name and signature of the field geologist <br /> preparing the log; and <br /> • Boring number; <br /> • Name and signature of Califorttia regi tered <br /> • Dates drilled; geologist who provided oversight. <br /> • Location of the boring; 2.2.2 During the construction of each mo itor- <br /> ing well, an as-built diagram of the well will be <br /> • Type of drill rig; recorded by the field geologist.Furthermore,a <br /> detailed log will be kept during the develo ment <br /> • Size and type of drilling method used; of each well. The type of information that shall <br /> be included in each of these logs is discussed in <br /> • Depth at which groundwater was first the DDJC-Sharpe/Tracy Comprehensive Field <br /> encountered; Work Plan Field Procedures(URS,2004a). <br /> • Depth to the static water level and changes 2.3 Drilling Requirements <br /> in static water level with hole depth; <br /> For the proposed A and B Zone monitoring <br /> • Total depth of the hole; wells,an 8-to 9-inch-diameter boring will be <br /> drilled initially with 4-1/4-inch internal diameter <br /> • Depth or location of any problems hollow-stem augers to obtain a continuous core <br /> encountered(i.e.,heaving sands); for lithologic logging.Both A and B Zone wells <br /> will be constructed within the same borehole <br /> • Lithologies of soil layers encountered; using 2-inch-diameter polyvinyl chloride VC) <br /> casing(multiple completion well).For the C and <br /> • Reference elevation for all depth D Zone monitoring wells,a 10-to 12-inch- <br /> measurements; diameter boring will initially be drilled usi rig a <br /> mud rotary drilling rig to obtain a continu us <br /> • Boring abandonment procedures(if core for lithologic logging. Mud rotary drilling <br /> applicable); is preferable over hollow-stem auger drilling at <br /> • Name of driller; <br /> KAWprocess\00363\sharpe\MW installatlonWINALNW526.doc 3 k ne 2004 <br />
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