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SITE INFORMATION AND CORRESPONDENCE CASE 2
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE CASE 2
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Last modified
8/5/2019 1:25:48 PM
Creation date
8/5/2019 10:50:52 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
CASE 2
RECORD_ID
PR0521881
PE
2960
FACILITY_ID
FA0014865
FACILITY_NAME
CALIFORNIA NATURAL PRODUCTS
STREET_NUMBER
1250
Direction
E
STREET_NAME
LATHROP
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19804001
CURRENT_STATUS
01
SITE_LOCATION
1250 E LATHROP RD
QC Status
Approved
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EHD - Public
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' 1 KLE/NFELDER <br /> 9dgM/Ya.Ye-fl19M Solutb,u. <br /> ' well screen is usually not set above the depth of first encountered ground water. <br /> Wells are usually not set in areas of suspected significant soil contamination. <br /> • The PVC pipe and end caps are steam-cleaned prior to installation. <br /> • The annular space between the screen and the wall of the boring is backfilled with <br /> ' the appropriate clean Lone Star Industries 0/30 or 2/12 Monterey sand to <br /> approximately 2 feet above the top of the perforated sections. Based on soil logs or <br /> a sieve test, modifications may be made regarding the size of sand to be used. <br /> Installation of the 0/30 sand may require that the sand be tremmied, using clean <br /> water. In this event, a sample of the tremie water is collected, unless the source is <br /> known to be clean. <br /> A 3- to 5-foot bentonite plug is placed above the sand pack to provide a seal against <br /> surface water infiltration. <br /> ' • The remaining annular space is filled to the surface with tremmied cement/bentonite <br /> grout to the surface. <br /> • The wells are secured in a locking stovepipe. The well heads may be enclosed in a <br /> ' cement utility box set flush to the ground surface located in a traffic area. <br /> A-3.2 Monitoring Well Development and Sampling <br /> The wells are developed to reduce the effects of drilling on the formation and to increase the <br /> ' effective hydraulic radius of the well. <br /> Monitoring wells are generally developed 24 to 48 hours after installation to allow the grout to <br /> ' set. Each well is first sampled with a clear acrylic bailer to visually inspect for hydrocarbon layer <br /> or sheen. If no product layer or sheen is observed on the water, the well is developed by <br /> ' surging, pumping, or bailing. Surging along the screened interval of the well is performed to <br /> draw the sediment from the formation into the filter pack and the well and to set the sand pack. <br /> ' The sediment laden water is purged from the well at a rate of between 0.75 to 10 gallons per <br /> minute (gpm) depending on recharge rate and casing size. Development continues until the <br /> discharge runs relatively clear of fines. Approximately 5 to 10 well volumes are generally <br /> removed from each monitoring well. Discharge water is stored in 55-gallon drums and left on <br /> site for later discharge or disposal by the client, depending on laboratory results. <br /> ' 101486.6/SAC14R02453 Page A-4 July 25,2014 <br /> ©2014 Kleinfelder <br />
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