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COMPLIANCE INFO_PRE 2019
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2900 - Site Mitigation Program
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PR0527808
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COMPLIANCE INFO_PRE 2019
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Last modified
5/4/2021 11:16:36 AM
Creation date
5/4/2021 10:15:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0527808
PE
2960
FACILITY_ID
FA0018851
FACILITY_NAME
PORT OF STOCKTON-ROUGH & READY ISLAND
STREET_NUMBER
2201
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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kg L H. KIIINFELDER &ASSOCIATES <br />GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS <br />BORING AND MONITORING-WELL DATA SHEET <br />Location <br />Owner 6 Mooing Iniormalion <br />U.S. Navy <br />Rough and Ready Island <br />Stockton, California <br />Township / Range / Section <br />1N/5E <br />Other Identifiers <br />9825' north <br />3015' east <br />Site Location (ii oillerent) <br />Landfill <br />Drilling Operations <br />Drilling Agency <br />J. H. Kleinfelder & Assoc. <br />Driller / Crew / Inspector <br />J. Kleinfelder/G. Muehleck <br />Rig Make / Model <br />CME 45 <br />Task Start Finish <br />Drilling 8-19-86 ' 8-19-86 <br />8-19-86 <br />8-19-86 <br />Bit IS Si2e <br /> <br />6" Auger to 3' cornootion <br />. <br />8-19-86 <br />8-19-86 , <br />Hammer Dale Wt. Drop <br />Development <br />Project Rough & Ready Boring <br />No. <br />P-101 <br />Number 10-1510-02 <br />Total Depth 13.0 feet <br />Sheet 1 of 1 <br />Sketch Map <br />.11.111MMI <br />4111•••1110100 <br />Well Development and Construction <br />Monume ntat ion Development Into. Well Design Size & Type Top Bottom <br />Ref Pt. Description <br />Top of 1" PVC casing Surge with rod. <br />Pump with pens- <br />taltic pump. <br />Yield Test/ IV /N) <br />N <br /> <br /> Bentonite <br />Surface Casing 1" PVC +2.0 <br />--- <br />+2.0 <br />-3.0 <br />-2.5 <br />_1.0 <br />+0.3 <br /> - 2.5 <br />Grade <br />- 5.0 <br />-13.0 <br />-13.0 <br />- 1.0 <br />casing 1" PVC <br />.01 slot PVC <br />it sand and <br /> natunaJ <br />powder & pellets <br />cement/bentonite <br />Elevations <br />Rel. p, 4 .56 Ground 2 .7 1 <br />Well Screen <br />Gravel Pack Datum <br />N.G.V.D. <br />markings <br />notch north side PVC <br />Concrete <br />Field Hydrologic Observations <br />earlier <br />Clear, 85°F, NE-10 Date Time Water Other Observations <br />Level <br />r-eceni Rainlall/ Irrigation/ <br />None 8-19-86 1240 9.1' Below Grade <br />8-26-86 0730 4.22 1 Below Grade Nearb) Wens Pumping/ <br />None <br />-..,..tches1 I./Wily Courses'? <br />3urns cut off 300' NE of hcle . <br />Remarks <br />0 - 3' Auger to provide space for sanitary seal. <br />3 - 13' Hydraulically push A-rod to provide space for setting 1" PVC casing <br />0 - 3' SM - Silty Sand, brown, slightly moist, loose, 70% sand - 30% silt, <br />sand fine to medium grained <br />7' Off A-rod, silty sandy clay <br />9' Off A-rod, OH - Silty Clay, dark brown to gray, wet, high plasticity <br />Plate
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