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PR0536772
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Last modified
2/12/2020 12:26:38 AM
Creation date
2/10/2020 10:30:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0536772
PE
2950
FACILITY_ID
FA0021123
FACILITY_NAME
DAMERON HOSPITAL
STREET_NUMBER
525
Direction
W
STREET_NAME
ACACIA
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13715304
CURRENT_STATUS
01
SITE_LOCATION
525 W ACACIA ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 KLE/NFELOER <br /> Bright People.Right Solutions. <br /> WORK PLAN <br /> Underground Storage Tank Soil Evaluation <br /> Dameron Hospital <br /> 525 Acacia Street, Stockton, CA <br /> December 28, 2011 <br /> INTRODUCTION <br /> Kleinfelder is pleased to present this Work Plan to Dameron Hospital (Dameron). This <br /> Work Plan was developed after correspondence with Mr. Wiebe, using Kleinfelder's <br /> current understanding of the project site (reference above) conditions and is a <br /> preliminary understanding of Dameron's desires and requirements. <br /> Kleinfelder is committed to providing quality service to our clients, commensurate with <br /> their wants, needs, and desired level of risk. If a portion of this workplan does not meet <br /> the needs of Dameron, or if those needs have changed, Kleinfelder will consider <br /> appropriate modifications, subject to the standards of care to which we adhere as <br /> professionals. Modifications such as changes in scope, methodology, scheduling, and <br /> contract terms and conditions may result in changes to the risks assumed by you, as <br /> well as adjustments to our fees. We look forward to the opportunity to serve you. <br /> BACKGROUND <br /> Kleinfelder understands that an approximate 6,000-gallon diesel underground storage <br /> tank (UST) is presently located at Dameron Hospital (Plate 1) and that Dameron <br /> desires to voluntarily evaluate potential fuel leaks from this UST to surrounding <br /> subsurface soil. Kleinfelder understands that a concrete pad overlay the UST, and <br /> concrete coring will be necessary to advance the proposed probes into the subsurface. <br /> Kleinfelder assumes the 6,000 gallon UST is approximately 8 feet wide and 17 feet <br /> long. As discussed with Dameron, this assessment will be conducted with an in-place <br /> UST and will not be as effective as evaluating soil near an UST during an actual <br /> removal operation. This is because vertical and/or angle probing will not allow us to <br /> safely collect samples directly beneath, and in close proximity to, the bottom of the <br /> UST. However, this assessment will provide valuable information regarding whether <br /> soil is impacted along the sides of the tank. <br /> 124508.1/ST011 P171 Page 1 of 6 December 28, 2011 <br /> Copyright 2011 Kleinfelder <br />
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