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ARCHIVED REPORTS XR0000691
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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CAPITOL
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6421
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2900 - Site Mitigation Program
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PR0522496
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ARCHIVED REPORTS XR0000691
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Last modified
2/15/2019 9:31:54 PM
Creation date
2/15/2019 4:11:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000691
RECORD_ID
PR0522496
PE
2957
FACILITY_ID
FA0015317
FACILITY_NAME
FLAG CITY CHEVRON
STREET_NUMBER
6421
STREET_NAME
CAPITOL
STREET_TYPE
AVE
City
LODI
Zip
95245
APN
05532024
CURRENT_STATUS
02
SITE_LOCATION
6421 CAPITOL AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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' FLAG CITY CHEVRON <br /> . Step-Down Ground Water Pump Test Calculations <br />' Assumptions <br /> • Pump Test No 1 constant ground water pumping rate of 4 3 GPM <br /> • Pump Test No 2 constant ground water pumping rate of 3 5 GPM <br /> • Pump Test No 3 constant ground water pumping rate of 3 0 GPM <br /> • Storativlty cannot be calculated since no draw-down was observed in nearby wells <br />' • The Jacobs Straight Line Method can be utilized to calculate transmissivlty (T) utilizing <br /> draw-down versus time (minutes) on semi-loganthmlc paper for each well location <br />' (Appendix B) <br /> T = transmisslvlty <br /> Q = constant ground water pumping rate <br />' As = draw-down per 1-loganthmlc cycle <br />' Pump Test No. 1: Q = 4.3 GPM; As = 8.4 ft.; to= 1 minute; r = 0.1667 ft. <br /> T = 264Q-As -0, 264(4 3 GPM) - 8 4 ft = 135 gpd/ft <br />' Pump Test No. 2: Q = 3.5 GPM; As = 2.65 ft.; to= 0.024 minutes; r = 0.1667 ft. <br /> T = 264Q-as -0, 264(4 3 GPM) - 2 65 ft = 349 gpolft <br /> Pump Test No. 3: Q = 3 GPM; As = 0.85 ft.; to= 0.001 minutes; r = 01667 ft. <br /> T = 264Q-As -+ 264(3 GPM) - 0 85 ft = 932 gpolft <br /> I <br />' Advanced GtoEmtronmental,Inc <br />
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