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2900 - Site Mitigation Program
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PR0522692
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Last modified
4/2/2020 2:46:55 PM
Creation date
4/2/2020 2:10:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0522692
PE
2957
FACILITY_ID
FA0015465
FACILITY_NAME
FORMER MONTGOMERY WARDS AUTO SRV CTR
STREET_NUMBER
5400
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10227008
CURRENT_STATUS
01
SITE_LOCATION
5400 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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..f <br /> Hollow-Stem Auger Destructions <br /> HSA Pipe Original <br /> Line Nell Well Type Destruction Method Overdrill Dia meter Boring Depth lof Notes <br /> Numher Name Auger Size Diameter <br /> (inch) (inches) (inches) Well(feet) <br /> �aQESSp 1 AS-14 AS Well Overdrill entire length 8 or 15 and 8 1 8 72 See Plan A andbelow, <br /> 2 AS-15 AS Well Overdrill entire length 8 or 15 and75 S,,Plan A and D hel.w <br /> �taPj a 3 AS-17 AS Well Overdrill entire length 8 or 15 and 8 1 8 75 Pb.A and B hel.w <br /> 4 AS-I8 AS Well Overdrill entire length 9 or 15 and 8 1 8 71.5 See PlanA and B below. <br /> 5 AS-20 AS Well Overdrill entire length 8 or 15 and 8 1 8 0 PlanA n B below. <br /> /Cj 6 AS-21 AS Well Overdrill entire length $ r 1 and l 8 105 P A an B below <br /> 7 VEW-6A VE Well Overdrili entire length 1 2 10 1 6 B r n and will rill he time <br /> 8 v VEW-6B AS Well Overdrill entire length 1 10 0 n B arenested an will drill out t the sametime <br /> 9 VEW-7A VE Well Overdrill entire length 2 t0 31 7A n n will rill t a theam time <br /> 10 VEW-7B AS Well Overdrill entire length 15 3 I 7A and B ar,n [ d n wt I he am time <br /> I I VEW-8A VE Well Overdrill entire length 1 2 10 1 A and 86 are nested and will dr II h am time <br /> d t 12 VEW-8B AS Well Overdrill entire length 1 10 60 8A and 8B r nested and will a drilled out at the sametime <br /> '7 13 VEW-9A VE Well Overdrill entire len 1 2 1 1 9A and B nested n will drilled t t the same time <br /> 14 VEW-9B . AS Well Overdrill entire length 1 1 0 9A and 9B are nested and willrile at theam time <br /> ( 15 VEW-10A VE Well Overdrill entire length 1 2 10 I n I B az nested an will drilleda me time <br /> 16 VEW-10B ` AS Well Overdrill entire length 1 1 10A and IOB are nested and will be drilled out [ h e time <br /> 17 VEWA IA VE Well Overdrill entire length 1 2 10 31 I and 1 IB re nested and willa drilled out at he me time <br /> /- 18 VEW-1 IB. AS Well Overdrill entire length I t 60 IIA an 11 are nested and will a drilled out at the same time <br /> 19 VEW-12A VE Well Overdrill entire length I 2 t0 31 12.A an 12B are nested and will a drilled at[ me time <br /> ( 20 VEW-12B AS Well Overdrill entire length 1 10 60 12A an 12B renested and will be drilled out at thesametime <br /> h 21 VEW-13A VE Well Overdrill entire length 15 2 1 1 13A an 13B arcnested n will rill t them time <br /> F 22 VEW-13B ' AS Well Overdrill entire length IS 1 13A and 13B are nested andwill be drilled out at the same time <br /> 1 23 MW-2 GWM Well Overdrill entire length 12 4 12 69 <br /> k$- 24 MW-3 GWM Well Overdrill entire length 11 4 11 67 <br /> ( 25 AS-33 AS Well Overdrill entire length 8 2 8 91 <br /> 1 26 MW-I l GWM Well Overdrill entire length 8 2 8 725 <br /> 27 MW-16 GWM Well Overdrill entire length 8 2 8 64 <br /> / ✓ MW-32 GWM Well Overdrill entire length 8 2 8 9 <br /> 1 / 32 VEW-IA VE Weil Overdrill entire length 8 2 8 26 <br /> -S 33 VEW-IB AS Well Overdrill entire len th 8 2 8 66 <br /> 34 VEW-2A VE Well Overdrill entire length $ 2 8 36 <br /> 35 VEW-2B AS Well Overdrill entire length 8 2 1 51 <br /> 36 VF.W-3 VE Well Overdrill entire length 8 251 <br /> 37 VEW-4 VE Well Overdrill entire length 8 2 51 <br /> n `l. 38 VEW-5 VE Well Overdrill entire length 8 2 1 <br /> a 29 SV-1 Soil Va or Probe Overdrill entire length 2 6 v- hand auger due to lack of access, <br /> 30 SV-2 Soil Va or Probe Overdrill entire length 2 6 <br /> IkP}ro� 31 SV-3 Soil Va or Probe Overdrill entire len th 2 6 <br /> Plan A.Advance 2-inch sonic rods down the center of the boring to total death then advance 10-inch diameter HSA rods around the rods using the rods to keen centered to total death. <br /> Plan BAdvance 15-inch HSA rods that encomaass the original 8-inch grout column to total depth.Then ream the inside of the I5-inch augers with 8-inch augers. <br />
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