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3500 - Local Oversight Program
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PR0545276
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Last modified
2/3/2020 9:02:43 AM
Creation date
2/3/2020 8:19:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545276
PE
3528
FACILITY_ID
FA0004997
FACILITY_NAME
PLUG CONNECTION LLC
STREET_NUMBER
5400
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06106019
CURRENT_STATUS
02
SITE_LOCATION
5400 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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November 1990 -C3- M88168D l D <br /> I � <br /> sleeve and two end caps were cleaned between each use with a nonphosphate <br /> detergent solution and rinsed with potable water, and air dried to prevent cross- <br /> contamination. <br /> Prior to the collection of each sample, the sampling equipment was <br /> decontaminated using a nonphosphate detergent wash, followed by a tap water <br /> rinse, and two distilled water rinses. The sampling sleeves were decontaminated <br /> prior- to initiating the assessment using the same protocol described above. <br /> MONITORING WELL CONSTRUCTION <br /> i <br /> MW-1 was drilled to a depth of 80 feet bgs. The monitoring well was <br /> completed as a 4-inch-diameter ground water monitoring well pursuant to the <br /> i <br /> California Administrative Code, Title 23, Subchapter 16, Article 4, Section 2647. <br /> The details of the well construction are shown in Table C-1 - Monitoring Well <br /> I <br /> Construction Summary. <br /> The monitoring well (MW-1) consists of 4-inch-diameter, Schedule 40 <br /> PVC pipe set to a depth of 80 feet bgs. The 4-inch-diameter well screen is <br /> machine slotted into four columns of 0.020-inch horizontal cuts. The perforated <br /> interval extends to the bottom of the well from 40 feet bgs and is overlain by <br />� 40 feet of 4-inch-diameter Schedule 40 blank riser casing. The gravel pack <br /> consists of No. 3 Monterey Sand which was poured into the annular space <br /> surrounding the perforated interval from the well bottom to a depth of 38 feet <br /> bgs. A 5-foot-thick bentonite seal was placed above the gravel pack and the <br /> remainder of the annular space consists of a cement/bentonite seal. The wellhead <br /> was secured and protected with a traffic-rated utility vault constructed slightly <br /> above the existing grade as to provide for positive surface drainage. An as- <br /> built diagram of the monitoring well is presented in Appendix A. <br /> GROUND WATER SAMPLING <br /> A ground water sample was collected from within the hollow stem auger <br /> at DH-2 from a depth of 90 feet bgs. The ground water sample was collected in <br /> a 3-foot-long, 1.5-inch-diameter disposable bailer. The water sample was <br /> I J ' <br /> transferred into 40-m1 VOA vials (two per sample) and a 1-liter amber bottle, <br /> i . <br />
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