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2900 - Site Mitigation Program
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PR0527550
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Last modified
7/10/2019 1:00:11 PM
Creation date
1/18/2019 4:46:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0527550
PE
2950
FACILITY_ID
FA0018662
FACILITY_NAME
COS DELTA WTR SUPPLY INTAKE PRJCT
STREET_NUMBER
13520
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
NONE
CURRENT_STATUS
01
SITE_LOCATION
13520 W EIGHT MILE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Exhibit A <br /> f KLMNFELOER <br /> w.nw.rorw <br /> north of Fight Mile Road. This boring is located on private property and will <br /> require the City and Project Engineer to work in conjunction to gain access. <br /> • Access to 6-42 is proposed to be along the access road shown corning off <br /> of the levee and driving out into the field. The proposed boring locations <br /> are shown on the attached photo plate and are representative of our <br /> understanding of project details such as pipeline entry and exit shah <br /> locations. <br /> Additionallywe propose to drill the following: <br /> • Drill a test boring(B-41)west of the toe of the Honker Cut levee and north of <br /> Eight Mile Road at the receiving shaft location. This boring is located on <br /> private properly and will require the City and Project Engineer to work in <br /> conjunction to gain access. <br /> • The boring is estimated to be approximately 250 feet west of the centerline <br /> of the levee crown and 400 feet north of Eight Mile Road. <br /> • Access to BA1 is planned to be gained through the farm service yard <br /> adjacent to Eight Mile Road and Honker Cut. After permission to enter the <br /> property has been granted, we can mark the location and assess final <br /> accessibility- This boring is also shown on Plate 3. <br /> The borings will be advanced to depths of 65 and 50 feet below the crown of levee and <br /> levee toe locations, respectively. These borings will be drilled with hollow-stem auger <br /> through the levee fill followed by mud rotary wash drilling methods. The test horings will <br /> be backfilled with cement bentonite grout to within approximately 18-inches of the <br /> ground surface when completed and inspected by the San Joaquin County <br /> Environmental Health Department inspector. Copies of the boring logs and laboratory <br /> data will be provided to the Reclamation District following completion of our field and <br /> laboratory bests. <br /> Site Logistics and Considerations <br /> Drilling in each location is anticipated to take one work day. The attached maps show <br /> our proposed drilling locations (Plate 1)_ The access routes vie have described are our <br /> best estimate on how to get into each location (Plates 2 and 3). if an ahem ate access <br /> route is preferred please let us know. <br /> At this Time,we do not anticipate the need to lay matting down for the drilling operation. <br /> However; in the event that the fields are too wet due to irrigation or precipitation matting <br /> may be required_ If conditions are too wet to gain nocess safely and responsibly without <br /> incurring road damage-we will not drill unless additional measures such as matting can <br /> 87057.3141ST091.225R Page 2 of A Ontoner 2a,20C9 <br /> Copyigrt iVgg KUInNger a1VI51Cn r4i.i,d3b0 actourZB,zm <br />
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