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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0526855
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Last modified
2/12/2019 9:57:06 AM
Creation date
2/12/2019 9:46:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526855
PE
2957
FACILITY_ID
FA0018187
FACILITY_NAME
COMANCHE DAM POWERHOUSE
STREET_NUMBER
23900
Direction
E
STREET_NAME
BUENA VISTA
STREET_TYPE
RD
City
CLEMENTS
Zip
95227
APN
02301001
CURRENT_STATUS
01
SITE_LOCATION
23900 E BUENA VISTA RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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CAMBRIA <br /> Water Sampling <br /> Water samples, if they are collected from the boring, are either collected using a driven <br /> Hydropunch® type sampler or are collected from the open borehole using bailers. The <br /> groundwater samples are decanted into the appropriate containers supplied by the analytic <br /> laboratory. Samples are labeled, placed in protective foam sleeves, stored on crushed ice at or <br /> — below 4°C, and transported under chain-of-custody to the 'laboratory. Laboratory-supplied trip <br /> blanks accompany the samples and are analyzed to check for cross-contamination. An equipment <br /> blank may be analyzed if non-dedicated sampling equipment is used. <br /> Grouting <br /> If the borings are not completed as wells,the borings are filled to the ground surface with cement <br /> grout poured or pumped through a tremie pipe. <br /> MONITORING WELL INSTALLATION, DEVELOPMENT AND SAMPLING <br /> Well Construction and Surveying <br /> Groundwater monitoring wells are installed to monitor groundwater quality and determine the <br /> groundwater elevation, flow direction and gradient. Well depths and screen lengths are based on <br /> groundwater depth, occurrence of hydrocarbons or other compounds in the borehole, stratigraphy <br /> and State and local regulatory guidelines. Well screens typically extend 10 to 15 fee below and <br /> 5 feet above the static water level at the time of drilling. However,the well screen will generally <br /> not extend into or through a clay layer that is at least three feet thick. <br /> Well casing and screen are flush-threaded, Schedule 40 PVC. Screen slot size varies according to <br /> the sediments screened,but slots are generally 0.010 or 0.020 inches wide. A rinsed and graded <br /> sand occupies the annular space between the boring and the well screen to about one to two feet <br /> above the well screen. A two feet thick hydrated bentonite seal separates the sand from the <br /> overlying sanitary surface seal composed of Portland type 1,11 cement. <br /> Well-heads are secured by locking well-caps inside traffic-rated vaults finished flush with the <br /> ground surface. A stovepipe may be installed between the well-head and the vault cap for <br /> additional security. <br /> The well top-of-casing elevation is surveyed with respect to mean sea level and the well is <br /> surveyed for horizontal location with respect to an onsite or nearby offsite landmark. <br /> Page 2 of 3 <br />
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