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ARCHIVED REPORTS_XR0012741
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545337
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ARCHIVED REPORTS_XR0012741
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Last modified
2/11/2020 4:50:47 PM
Creation date
2/11/2020 11:57:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012741
RECORD_ID
PR0545337
PE
3528
FACILITY_ID
FA0003629
FACILITY_NAME
ARCO STATION #434*
STREET_NUMBER
501
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
03119028
CURRENT_STATUS
02
SITE_LOCATION
501 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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i <br /> r. APPENDIX B <br /> Extraction Well Design <br /> 'rhe ex"aclion well was designed for!lows between land S g:lllr m per minute. The selection ofs-cen slot size and <br /> tiler pack size were based on the methods discussed in Groundwater and Wells,second edition,Cha ler 12(1986, <br /> j Driscoll.Fletcher,Johnson Division,St.Paul Minnesota} <br /> Known: 12 inch diameter borehole.6 inch diameter casing,twenty feet of screen in saturated zone (longer screen <br /> would allow larger drawdown but may cause contamination orsoil in deeper zones during non-pumping periods). <br /> s ' fjased on lillmologic description and grain size analysis the soil in the saturated zone is silty-sand and has a hydraulic <br /> I PA conductivity in the range of 10 to 100 gallons per day per foot squared(gpd/It2)(Grututdwaterand tells, pg. 75) <br /> a 13 'Ina 1,natuEw flow to the cx�mcdofl well: <br /> surface area of aquifer exposed at"borehole is pi times the diameter times the length: <br /> r E 3.14 x 1 It.x 20 ft.=62.8 square feet. <br /> natural 110w to well equals the surface area times the hydraulic conductivity: <br /> 62.8 sq.li.x 100 gpd/ft.2=6.280 gpd or 0.01 cubic feet per second <br /> Deterntinatinn of Minimum Olen area of Screen: <br /> i <br /> i Area of casing available for flow assuming a worst case drawdown of 15 feet equals: <br /> Area=I.D.x pi x length <br /> Area=.5 ft.x 3.14 x 5=7.8 square feet <br /> 3 - Required open arra equals the natural flow divided by the preferred minimum entrance velocity. The preferred velocity <br /> i is O.I feet per second. <br /> Area=O.Olcfs/0.1 fs=0.1 square foot. <br /> i Assuming half of the open area will become blocked the required open area is 0.2 square feet. In terms of per cent <br /> l <br /> �E this is 2.6% (.2 sq.ft/7.8sq.ft.). <br /> Determine Filter pack Size- <br /> Froin <br /> igFroin the grain size curve(Figure B-1 and Table B-1)the uniformity coefficient (UC)is calculatgrain <br /> ed: UC= <br /> diameter at 6U per cent passing (00p)divided by grain size diameter at 10 percent passing all <br /> at <br /> UC=.22mm/0.006mm=36 <br /> 'fb determine the filter pack size a grain size curve was constructed parallel to the formation curve but bounded by <br /> two other curves;a)a curve with a UC of 2.5 drawn through the D30p times 6 and;b)a curve with a UC of 2.5 <br /> drawn through the D30p times 9. These curves are shown on Figure B-1. <br /> I ~, <br /> Based on information supplied by the Lonestar htdustries, Lonestar number lc sand provides an acceptable grain size <br /> distribuition for the filter pack. <br /> t <br /> L Determine Screen Sing; <br /> - i The formation has a UC greater than 2.5 so select slot size allowing up to 20%of filter pack to pass. A screen slot <br /> ! size of 0.02 inches is the largest slot size acceptable. <br /> i <br /> Check on flow capacity_oFscreeo:-12.squ.tre inches Perfootr---------------- <br /> — --- [ - ------ - ---- ------- --— open area times 0.5(addcipated-open area loss over---- <br /> ------ <br /> time)limes 5 feet(worst case available length of screen) times 0.31 (converts to gpm)equals 9 gpm, 9 gpm is <br /> -- more than expected so slot size will not limit well production. <br />
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