My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
22700
>
2900 - Site Mitigation Program
>
PR0506618
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:57:04 PM
Creation date
4/1/2020 1:38:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0506618
PE
2950
FACILITY_ID
FA0003936
FACILITY_NAME
NELSON READY MIX CONCRETE
STREET_NUMBER
22700
Direction
S
STREET_NAME
STATE ROUTE 99
City
RIPON
Zip
95366
CURRENT_STATUS
01
SITE_LOCATION
22700 S HWY 99
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
110
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
TAB1 - CHECKLIST OF REQUIRED ISA <br /> FOR NO FURTHER ACTION REQUESTS AT UNDERGROUND TANK SiTES <br /> Site Name and Location: Nelson Ready Mix, 22700 South Highway 99, Ripon, San Joaquin County <br /> 1. Distance to production wells for municipal, domestic, agriculture, A well survey was not completed. The nearest water <br /> industry and other uses within 2000 feet of the site; supply well, Ripon City Well#12, is approximately <br /> 1,000 feet southwest of the site. <br /> 2. Site maps, to scale, of area impacted showing locations of former and existing tank systems, <br /> excavation contours and sample locations, boring and monitoring well elevation contours, Site maps are provided. <br /> gradients, and nearby surface waters, buildings, streets, and subsurface utilities; <br /> 0 3. Figures depicting lithology(cross section), treatment system diagrams; Boring logs were not provided. A treatment <br /> system was not operated at this site. <br /> 4. Stockpiled soil remaining on-site or off-site disposal(quantity); Approximately 522 cubic yards of soil were excavated <br /> and disposed at Forward Landfill in 8199. <br /> 5.-Monitoring.wells remaining-on-site;.fate,._Three_monitoring_wells-were_installed-in-5198,,and-destroyed in 6199. = - <br /> 6. Tabulated results of all groundwater elevations and depths to water; Groundwater levels vary from 10 to 20 feet below <br /> ground surface, and groundwater flow is to the <br /> north. <br /> 7. Tabulated results of all sampling and analyses: Post excavation groundwater monitoring results in Ng11 show TPHg at <br /> Detection limits for confirmation sampling 100, TPHd at 510, BTEX and MISE at<0.5. No indication of lead <br /> analysis. <br /> Lead analyses <br /> 8. Concentration contours of contaminants found and those remaining in soil According to the County, the lateral and <br /> and groundwater, and both on-site and off-site: vertical extent of soil and groundwater <br /> Lateral and 71 Vertical extent of soil contamination contamination has been defined. <br /> Lateral and Vertical extent of groundwater contamination <br /> 9. Zone of influence calculated and assumptions used for subsurface A remediation system was not operated at <br /> remediation system and the zone of capture attained for the soil and this site. Site cleanup by excavation and <br /> groundwater remediation system; removal of contaminated soil. <br /> w <br /> ❑ 10.Reports/information Unauthorized Release Form N❑ QMRs <br /> Boring logs PAR E] FRP � Other <br /> ❑ 11.Best Available Technology(BAT) used or an explanation for not using BAT,- Remove UST and contaminated soil,natural <br /> attenuation. <br /> 12.Reasons why background wasfis _ <br /> unattainable using BAT,• Diesel contamination remains in on-site soil and groundwater. <br /> 13.Mass balance calculation of substance A mass balance was not completed. Approximately 3,370 pounds of diesel <br /> treated versus that remaining; was removed during over excavation and removal of contaminated soil. <br /> ❑Y 14.Assumptions,parameters, calculations and model used in risk <br /> assessments, and fate and transport modeling; A risk assessment was not completed. <br /> 15. Rationale why conditions remaining at site will not adversely <br /> impact wafer quality, health, or other beneficial uses;and Remaining contamination will naturally attenuate. <br /> By: Comments: One 500-gallon gasoline UST was closed in place prior to 1983, and one 4,000-gallon diesel UST was <br /> removed in 4/95. Multiple borings and three monitoring wells identified soil and groundwater contamination. Site cleanup <br /> was completed by excavation and removal of contaminated soils. All three monitoring wells have been destroyed,and <br /> the site is now part of the Highway 99 and Jack Tone Road interchange. The City of Ripon Municipal Well#12 is <br /> D tC: approximately 1,000 feet southwest of the site. Well##12 is sealed to 150 feet and the first perforated interval is from 165 <br /> � D I to 190 feet bgs. Based on the information provided, Board staff concur with San Joaquin County's closure <br /> i recommendation. <br />
The URL can be used to link to this page
Your browser does not support the video tag.