My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004097
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
TRACY
>
32003
>
2600 - Land Use Program
>
PA-0200377
>
SU0004097
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:30:30 AM
Creation date
9/9/2019 10:42:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004097
FACILITY_NAME
PA-0200377
STREET_NUMBER
32003
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
ENTERED_DATE
5/12/2004 12:00:00 AM
SITE_LOCATION
32003 S TRACY BLVD
RECEIVED_DATE
10/4/2002 12:00:00 AM
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TRACY\32003\PA-0200377\SU0004097\APPL.PDF \MIGRATIONS\T\TRACY\32003\PA-0200377\SU0004097\CDD OK.PDF \MIGRATIONS\T\TRACY\32003\PA-0200377\SU0004097\EH COND.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
184
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
Gregoria Garcia <br /> Jennifer Jolley <br /> November 18, 2002 <br /> Page 3 <br /> gradients, revegetation of 1.5h:1 v gradient slopes is problematic and only <br /> marginally successful, at best. Even the oldest quarry slopes at this steep angle <br /> exhibit minimal plant cover. Although plants may establish, it is evident that soil <br /> erosion of the 1.5h:1v slopes exposed the roots and the plants were swept away. <br /> A 2h:1 v slope gradient is the maximum gradient recommended to ensure the <br /> success of future revegetative reclamation efforts at a site. <br /> 6. A speck, maximum depth of excavation should be stated in the mining and <br /> reclamation plan that can be modified by permission of the lead agency if the <br /> resources warrant. The reclaimed pit elevation should also be stated, the volume <br /> of fill committed to achieve this elevation should be included, and the method to <br /> place and compact the fill should be specified in the reclamation plan. These <br /> specifications should be modified by permission of the lead agency, if warranted. <br /> 7. The geotechnical analysis was not done specifically for this site, in fact, it is <br /> unclear which site was examined due to the omission of"Plate A-1" in the <br /> Kleinfelder report. The parameters used in the analysis, however, are expected <br /> to be similar given similar geologic environments on the Corral Hollow alluvial <br /> fan. We recommend that frequent, periodic, onsite inspection of the slopes be <br /> completed by licensed professional as the excavation is mined to ensure <br /> conditions match those used in the analysis and that the slopes are stable. A <br /> final, site specific slope stability analysis, incorporating on site sampling, should <br /> be accomplished to ensure slopes are stable prior to the lead agency's approval <br /> of final closure of the site in accordance with the approved reclamation plan. <br /> The analysis should be circulated to OMR and the Department of Water <br /> Resources for review prior to acceptance. <br /> Environmentaettin 1 and Protection of Fish and Wildlife Habitat <br /> (Refer to CCR Sections 3502(b)(1),3503(c),3703 (a),(b),(c), <br /> 3704(g), 3705(a),3710(d),3713(b)) <br /> 8. The biological report included with the reclamation plan appears to have been <br /> prepared for the now existing project that is located immediately north of the <br /> proposed Rose Excavation Project Site but not specifically for the current project <br /> proposal. While the new proposal portrays a 4-phased mining project <br /> commencing in 2006 and terminating in 2010, the biological report discusses a <br /> 6-phased project beginning in 2000 and terminating in 2005. <br />
The URL can be used to link to this page
Your browser does not support the video tag.