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SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
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99 (STATE ROUTE 99)
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11396
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3500 - Local Oversight Program
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PR0545624
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 1:57:05 PM
Creation date
4/29/2020 12:48:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545624
PE
3528
FACILITY_ID
FA0003786
FACILITY_NAME
T&T TRUCKING INC
STREET_NUMBER
11396
Direction
N
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05926010
CURRENT_STATUS
02
SITE_LOCATION
11396 N HWY 99 RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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T & T Trucking page 2 <br /> 11396 Hwy 99 Frontage N, Lodi <br /> Work Pian Comment <br /> EHD cannot properly evaluate the ART technology as to being necessary and adequate <br /> for corrective action on this site. Optimal and unfavorable site conditions for ART should <br /> be identified and this site evaluated with regard to those site conditions. To date, no <br /> single technology has been demonstrated to be appropriate for all sites. <br /> Please demonstrate that the known site conditions justify the expectations for a <br /> successful application of ART technology to this site. Without this justification, EHD will <br /> not permit well installations with screened intervals greater than 20 feet and `vapor well' <br /> screens to be placed in the saturated zone. The proposal must be deemed adequate <br /> and necessary [Health & Safety Code Section 25296.10(c)(3)] prior to EHD <br /> permitting the ART technology and well design to be installed and tested. Without EHD <br /> approval, only multiple, single-casing and shorter screened interval, separate SVE and <br /> AS well casings will be permitted to be installed. <br /> EHD concurs that SVE may be effective in reducing the impact of the MtBE in the <br /> vadose zone down to ground water, but questions the design of the AS system utilizing <br /> existing MW-1. EHD is unsure how the sparged air will reach the vadose zone through <br /> the finer-grained material in the upper saturated zone and the lower unsaturated zone. <br /> The CPT logs 1 through 5 generally show an interval of high pore pressure between 65 <br /> and 70 feet bgs: this unit may provide a barrier to vertical migration of injected air. <br /> Additionally, how much dissolved oxygen is expected to escape the MW-1 well casing <br /> and get into the aquifer ground water, when it can be expected that most of the injected <br /> air will bubble straight up the well casing. Are there calculated estimates of the <br /> dissolved oxygen diffusion rate from the well casing and the time it will take to detect this <br /> in the observation well, VEW-1? Determination of an adequate test duration time is <br /> dependent upon these site-specific estimates. <br /> The Plan is not approved as submitted. Please submit an addendum that addresses the <br /> concerns noted above. <br /> You may contact Mr. Infurna if you have any questions or wish to discuss the site. You <br /> may call Mr. Infurna at (209) 468-3454 or email him at minfurna(CD-slcehd.com. <br /> Donna Heran, REHS, Director <br /> Environm ntal Health Departme <br /> Michael J. Infurna Jr., Senior REHS Nuel Henderson, P.G. <br /> LOP I Site Mitigation Unit 1V LOP/ Site Mitigation Unit IV <br /> MI/ <br /> c: CVRWQCB—J.L. Barton, Sacramento. <br /> c: SWRCB—CUF— Mark Owens, Sacramento. <br /> c: Brown & Caldwell - Tina Bauer 2701 Prospect Park Dr., Rancho Cordova. <br />
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