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ARCHIVED REPORTS_XR0010585
Environmental Health - Public
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EHD Program Facility Records by Street Name
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THORNTON
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14749
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2900 - Site Mitigation Program
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PR0507155
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ARCHIVED REPORTS_XR0010585
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Entry Properties
Last modified
5/8/2020 11:10:01 AM
Creation date
5/8/2020 9:51:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010585
RECORD_ID
PR0507155
PE
2950
FACILITY_ID
FA0007718
FACILITY_NAME
3 B'S TRUCK PLAZA
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05515026
CURRENT_STATUS
02
SITE_LOCATION
14749 N THORNTON RD
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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sohnst <br /> Installation Overview Monitoring Your CMT Multilevel <br /> T'nere are many options for the installation of a CMT System Water levels can be accurately established using the Solrnst Mirir <br /> depending on the lithology and project requirements Typical 101 Water Level Meter The Mira 101 is ideal for usein shallow <br /> installation options include CMT Systems Lengths of 30 ft, 65 ft, 10m or 20m of the <br /> a Cansolldatgd Boreholes o narrow 1/4"(6 mm)tape are mounted on a convergent small <br /> Zones may be isolated%nth reel A narrower Model 1.02 coaxial cable Water Level deter <br /> a) Double-Acting Packers for 3"(75 mm)diameter or larger may be easier for use in deeper CMT Systems <br /> boreholes <br /> b) 5nd and be;}mite lavennQ, tremred or injected <br /> c) Pre-foEmgd 13entonite D c=ern for 3" (75 mm)raameter <br /> or larger boreholes <br /> a l<lnconsolidated Sediments Overbuy en <br /> Install the CMT System <br /> a1 ing_sediment colla se around tubing, in collapsing <br /> formations using 2" (50 mm)or larger anve casing <br /> b) within well canna, with screened intervals at the desirea <br /> monitoring zones,and using options for consolidated holes <br /> c) mthin dnv= t casing oil w stem <br /> 3n accurate 1/4 (6m-) sohnst#410 Perutalhc Pump <br /> using sand and bentonite layering, tremred or injected f tape and probe <br /> using pre-farmed bentorute packers and screens <br /> Temporary casing has the advantage that it avoids redistribution Sampling can be performed using the Solinst Model 410 <br /> of sod and contaminants and thus potential positive biases Air peristaltic Pump, a small inertial WaTerra Pump, or a single <br /> rotary, cable tool, sonic and large direct-push (DP)ngs can all valve pump <br /> be used to advance temporary casing The smaller sonic and <br /> direct-push rigs also offer easy-access advantages <br /> CMT System Sizes <br /> The.-tubing is available in lengths of 100', 200'&300' (30tH, <br /> 60m and 90m) If deeper multilevels are desired the Waterloo <br /> . Multilevel System can be considered (See Data Sheet 401} <br /> The 1.7" O D. CMT tubing (43 2 <br /> rTtm)has 7 channels Although not <br /> ^ - circular, the ID of the 6 outer <br /> channels are approximately 7/16" <br /> (11mm) and the sma}ler central <br /> channel is 3/8" (9 5mm) The <br /> tubing coils are appnaiarnateiy 4 ft <br /> (1 22 m)in diameter <br /> A support stand eases The fully prepared CWT When a CMT System is to be <br /> the preparation ofporrs System is lowered into in.�(LPd throe narrow diameter <br /> the hole direct push ecsurnznent using direct <br /> burial with formation collapse <br /> Typical Installation Procedures around the system,the port screens <br /> can be held in place using low <br /> The CMT Multilevel is completely built above ground and then profile clamps These give an <br /> inserted into the borehole A set of appropriate installation overall diameter of 1 75" (44 45 <br /> tools is available to stut each CMT System A support stand is mm) to the 1 7" system The <br /> recommended to hold the tubing in a convenient position while regular clamps give an overall <br /> the ports are drilled and sealed diameter of 19"(48 26 nun)when <br /> lnstallation is simple After drilling the hole, Lay out the CMT packers or sand packs are not used <br /> tubing, mark the zones to be monitored and prepare the port `?re-eked bentonite Rankers and <br /> inlet holes If packers and/or sand packs are to be used, slip D are <br /> them into position When sand packs are not to be used, available in a variety of diameters <br /> screens are placed over the port inlet holes to suit different sized holes <br /> The CMT System can then be lowered into the hole Double- Pre-packed sand packs are <br /> Acting Packers are inflated or time is given to allow Pre-formed CUT tubing is layed out available with different sizes of <br /> tic <br /> Bentonite Packers to expand, and monitoring can begin as on the ground or to be screen mesh and different sizes of <br /> soon ash hydraulic and h dro eochemicai equilibrium has been re pared a r ports ton sand to suit h dro eolo is <br /> `� Y g q prepared and placement Y g g <br /> re-estabished of packers conditions <br /> High Quality Groundwater Monitoring Instrumentation solbuf <br />
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