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WORK PLANS_FILE 1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HAMMER
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3500 - Local Oversight Program
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PR0545251
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WORK PLANS_FILE 1
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Entry Properties
Last modified
1/31/2020 10:21:36 AM
Creation date
1/31/2020 8:45:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0545251
PE
3528
FACILITY_ID
FA0001877
FACILITY_NAME
AM PM HAMMER/I5 FOOD #83113
STREET_NUMBER
3250
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
08240009
CURRENT_STATUS
02
SITE_LOCATION
3250 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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LOCATION MAP IT CORPORATION WELL NO. MW-2 <br /> PAGE 1 OF 1 <br /> ' PROJECT NO. 880-040.1A . CLIENT: Hammer 15 Arco <br /> LOGGED BY: P. Jimison DATE DRILLED: 9/6/00 <br /> SEE SITE MAP DRILLER: West HazMat LOCATION: 3250 West Hammer Lane, Stockton <br /> DRILLING METHOD: HSA HOLE DIAMETER: 8" <br /> SAMPLING METHOD: CA. S.S. HOLE DEPTH: 25' <br /> CASING TYPE: PVC WELL DIAMETER, 2" <br /> SLOT SIZE: 0.020" WELL DEPTH: 251 <br /> . <br /> I GRAVEL PACK: #3 SAND CASING STICKUP: FLUSH <br /> a . OWELL Ui 0 Wo <br /> f► COMPLETION U. <br /> [2a LITHOLOGYMEMARKS <br /> . 00 p W� WLU p <br /> � 0 F a.m pLL <br /> f. ASPHALT: 4" <br /> 2CL CLAY;very dark gray(7.5 YR 3/0); dry; 100% medium plasticity <br /> fines; no petroleum odor. <br /> 4 <br /> Dry 4.7 26 ML SANDY SILT; dark yellowish brown (10 YR 4/4); dry; 85% low to <br /> - 6 medium plasticity fines; 15%very fine to fine sand;no <br /> 8 petroleum odor. <br /> a Mst 5.4 22 10 @10.5'as above. <br /> U @11'SAND; brownish yellow (10 YR 6/6); moist; 100%very fine <br /> �u 12 SP to fine sand; no petroleum odor. <br /> 0 Sz <br /> 14 <br /> 1 SAND; brownish yellow(10 YR 6/6);very moist; 100%very fine <br /> S. m Mst 102 34 16 to fine sand; trace fines; no petroleum odor. <br /> 18 <br /> f' p <br /> 20 ML SANDY SILT; dark yellowish brown(10 YR 3/4);saturated;85% <br /> ` Sat 5.2 18 low to medium plasticity fines; 15%very fine to fine sand;no <br /> 22 petroleum odor: <br /> f" <br /> t► 24 <br /> Sat 3.6 46SANDY SILT; dark brown (10 YR 4/3); saturated;'trace FeO <br /> 26 staining; 65%low plasticity fines; 35%very fine sand; no <br /> Y ' <br /> petroleum odor. <br /> (. 28 <br /> f r <br /> BOTTOM OF BORING 25 FEET <br /> 30 <br /> 32 CASING <br /> 0'-9.92' 2" SCH 40 BLANK PVC <br /> 34 9.92'-24.59' 2"SCH 40 0.020 SLOT PVC <br /> 1, <br /> with 2"threaded bottom cap <br /> 36 SEAL/SAND PACK <br /> 38 <br /> 0.25'- 1' Cement <br /> y. V-5. Bentonite Grout <br /> 40 5'-8' 3/8" Bentonite Chips <br /> T ' <br /> 8'-25' RMC Lonestar#3 Sand <br /> �s 42 <br /> TT 44 <br />
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