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2900 - Site Mitigation Program
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PR0523929
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Last modified
5/30/2019 10:33:58 AM
Creation date
5/30/2019 10:24:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523929
PE
2965
FACILITY_ID
FA0016100
FACILITY_NAME
WRP #1/ CITY OF LATHROP
STREET_NUMBER
18800
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813035
CURRENT_STATUS
01
SITE_LOCATION
18800 CHRISTOPHER WAY
QC Status
Approved
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EHD - Public
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1 The well casing and plug will be enclosed in a locking monument style hinged <br /> well cover set in the concrete surface seal. Permanent protective barriers or the <br /> ' equivalent shall be installed surrounding the monitoring well. <br /> 3.4 Below Ground Completion <br /> tMonitoring wells located in residential or park areas shall be set below grade, <br /> and the casing and plug shall be enclosed in a flush mounted traffic rated vault <br /> ' box with lid. The vault boxes shall be water tight and set so that drainage is <br /> away from the vault. <br /> ' 4.0 WELL DEVELOPMENT <br /> ' The driller shall develop the wells using surging, bailing, and pumping <br /> techniques. Well development shall be performed with care so as to prevent <br /> damage to the well and any strata surrounding the well that serve to restrict the <br /> ' movement of poor quality water. A pump will be utilized to further develop the <br /> wells no less than 12 hours after sanitary seal placement, per SJCEHD Well <br /> Standards. Well development shall continue until the flowing water is visually <br /> ' clear (1.5 hour per well minimum development time); the volume of purge water <br /> shall be recorded on a standard well development form (see Appendix C for an <br /> example well development form). <br /> ' For wells located in land application areas, the development water and rinseate <br /> can be spread adjacent to the well construction site. In developed areas, where <br /> ' surroundings are comprised of streets, sidewalks, and landscaping, it may be <br /> acceptable to discharge the development water and rinseate adjacent to the well <br /> construction site if the soil infiltration rate is sufficient to prevent ponding. <br /> ' Otherwise, well development water shall be discharged to a temporary storage <br /> tank and transported to an appropriate land application area for discharge. <br /> Discharge of well development water to stormwater drains or surface water <br /> features is not acceptable. <br /> 5.0 WELL SURVEY <br /> The measurement point at the top of each well casing will be clearly marked, and <br /> the elevation of the measurement point determined using standard surveying <br /> ' methods. The vertical survey shall be reported to the nearest 0.01 foot <br /> referenced to the North American Vertical Datum of 1988 (NAVD 88). Horizontal <br /> coordinates for mapping well locations shall be surveyed and reported to the <br /> nearest foot. Coordinates shall be in State Plane Coordinate System Zone 3 <br /> using North American Datum of 1983 (NAD 83). <br /> ' Surveying shall be conducted by qualified surveyors licensed by the State of <br /> California. The surveyor shall be identified in the Groundwater Well Project <br /> t <br /> t8 <br />
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