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3500 - Local Oversight Program
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PR0544809
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Last modified
9/5/2019 12:32:27 PM
Creation date
9/5/2019 11:32:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544809
PE
3526
FACILITY_ID
FA0004030
FACILITY_NAME
THREE PALMS GROCERY
STREET_NUMBER
6732
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
10110001
CURRENT_STATUS
02
SITE_LOCATION
6732 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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(YVATCo <br /> �- <br /> A S S O C I A T E S I N C <br /> Placement of Borings and Wells <br /> A total of three soil borings will be located in a triangular pattern in the vicinity of the "closed" or <br /> former underground storage tanks (USTs) to evaluate determine the lateral extent of petroleum <br /> affected soil and groundwater. <br /> One of these borings will be located in the inferred hydraulic upgradient (westerly) direction and <br /> completed as a groundwater monitoring well within 10 feet of the former USTs. The two <br /> remaining soil borings will be placed approximately 40 feet south and 25 feet east from the <br /> former USTs, respectively. The proposed eastern (inferred downgradient) monitoring well will be <br /> placed between the former USTs and the on-site supply well. Proposed monitoring well locations <br /> are shown on Figure 2. <br /> It is anticipated that the proposed drilling activities will generate approximately 4 cubic yards of <br /> soil and site conditions are such that available open space is limited to store the soil. Additionally, <br /> there are currently 8 drums of soil (approximately 2.2 cubic yards) stored on site from the <br /> previous June 1998 drilling activities. <br /> Immediately upon completion of the proposed drilling activities, all soil cuttings generated to date <br /> will be transported off-site to a Class II landfill for proper disposal, pending State Water <br /> Resources Board, Underground Storage Tank Cleanup Fund (Fund) pre-approval. <br /> Groundwater Monitoring Well Construction Details <br /> The three soil borings will be completed as groundwater monitoring wells. The monitoring wells <br /> will be constructed of 2-inch inside diameter schedule 40 PVC well screen and casing. A 0.020- <br /> inch well screen slot and #2/12 mesh sand pack will be used. Neat cement will be used to seal the <br /> wells in accordance with California Well Standards (December 1981). To protect the integrity of <br /> the wells, locking, water-tight well plugs will be installed on each well and a water-tight wellhead <br /> labeled "monitoring well" will be concreted over each well. Proposed well construction details <br /> are shown on Figure 3. The top of casing of the new wellheads will be surveyed to assess <br /> groundwater gradient and flow direction. <br /> Sample Analysis <br /> Selected soil samples will be immediately placed on ice and delivered under chain-of-custody <br /> documentation to a State-certified laboratory for analysis. Samples will be analyzed for total <br /> petroleum hydrocarbons as gasoline (TPHg, EPA Method 8015), benzene, toluene, ethylbenzene, <br /> and xylenes (BTEX, EPA Method 8020), and oxygenate fuel additives (EPA Method 8260). <br /> w:\14885\reports\wkpin.doe 3 <br />
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