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2900 - Site Mitigation Program
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PR0540588
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Last modified
5/30/2019 10:20:26 AM
Creation date
5/30/2019 9:49:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0540588
PE
2965
FACILITY_ID
FA0023216
FACILITY_NAME
CITY OF LATHROP CROSSROADS WASTEWATER TREATMENT FACILITY
STREET_NUMBER
18551
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813033
CURRENT_STATUS
01
SITE_LOCATION
18551 CHRISTOPHER WAY
P_LOCATION
07
QC Status
Approved
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i <br /> September 30, 2015 Monitoring Well Abandonment and <br /> Installation Workplan <br /> Filter pack material will be placed in the well boring to a depth of 1-foot above the top of the <br /> well screen.The filter pack depth will be checked,and the volume of fl ter pack material <br /> considered for verifying that no bridging of filter-pack materials occur ed. Each well will be <br /> gently surged during filter-pack installation(i.e.,surging will occur aft r the filter-pack is <br /> poured into the annulus between the casing and borehole wall,but pri r to the installation <br /> of the transition and sanitary seals). <br /> 4.3. Transition and Sanitary Seals <br /> The remaining annular space will be filled with a transition seal (mini um thickness of 2 <br /> feet) set on top of the filter pack,followed by a neat-cement based san tary seal to land <br /> surface (minimum thickness of 10 feet).Bentonite will be used for the transition seal. For <br /> depths greater than 30 feet,and where water is present in the borehole,the material will be <br /> installed by use of a tremie pipe or equivalent.Where bentonite exists in the borehole in dry <br /> form,potable water will be added and sufficient time allowed for the I entonite to properly <br /> hydrate before placement of the sanitary seal. <br /> The sanitary seal will be placed within the annular space between the top of the transition <br /> seal to land surface.Sealing material shall be neat cement.Drilling fluff I or cuttings from the <br /> borehole will not be used as the sealing material.All water used for se 11ing mixtures shall <br /> be potable. <br /> 4.4. Surface Seals <br /> Surface features will serve to prevent physical damage;prevent the ei trance of surface <br /> water,pollutants,and contaminants; and prevent unauthorized acces .The top of each <br /> monitoring well will be protected by a locking cover or equivalent lev 1 of protection to <br /> prevent unauthorized access.The top of the well casing will be sealed ith a removable <br /> plug that provides a means to secure and lock the well.The sealed well-casing will be set in <br /> a locking monument style well cover(above ground completion) that extends at least 2 feet <br /> above land surface,surrounded by four protective bollards.If warrani ed by final post- <br /> construction site conditions,the monitoring well may be modified to a set below grade in a <br /> traffic-rated vault box with lid(below ground completion). <br /> S. Well Development <br /> HydroFocus personnel will develop the wells using surging,bailing,and pumping <br /> techniques.Well development will be performed with care so as to prevent damage to the <br /> well and any strata surrounding the well that serve to restrict thement of poor quality <br /> mo e <br /> water.A pump will be utilized to further develop the wells no less tha�24 hours after <br /> sanitary seal placement,per S]CEHD Well Standards.Well development will continue until <br /> the flowing water is visually clear(1.5 hour per well minimum development time) and pH, <br /> conductivity and temperature of purge water stabilize within plus or minus 10%;the <br /> volume of purge water shall be recorded on a standard well development form (see <br /> Appendix C for an example well development form). <br /> HydroFocus, Inc. 8 <br />
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