My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS UIC PERMIT APP
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
THORNTON
>
12751
>
2900 - Site Mitigation Program
>
PR0528038
>
ARCHIVED REPORTS UIC PERMIT APP
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/26/2019 9:59:35 AM
Creation date
9/26/2019 9:22:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
UIC PERMIT APP
RECORD_ID
PR0528038
PE
2950
FACILITY_ID
FA0018998
FACILITY_NAME
NCPA LODI ENERGY CENTER
STREET_NUMBER
12751
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05513016
CURRENT_STATUS
01
SITE_LOCATION
12751 N THORNTON RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
1019
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
r L <br /> 79G-417773 <br /> EXHIBIT "A" <br /> PARCEL 1 OF CAS 5: <br /> COI-MCING at a point .near the West end of the highway bridge crossing <br /> Bishop Cut, said point being marked by a railroad spike stamped R. E. 2909, <br /> Driven into the pavement of the G. A. Atherton Road No. 550; said point <br /> of commencement being South 88° 23' 30" West, 14,048.79 feet more or less, <br /> from the Southeast cornaer of Section 369 Township 3 North, Range 5 East, M- <br /> D. B. & M., thence running from point to point along the crown of the levee <br /> the following courses and distances North 00 14' West, 1769.64 feet; North <br /> 1 ° 57' West, 389.90 feet; North 00 43' West 479.10 feet; North 00 43' West <br /> 2351 ,90 feet; North8° 47' East, 144.75 feet; North 250 03' East 425.71 feet, <br /> more or less, to the point of begi=ing, said point of beginning being on the <br /> j Easterly prolongation of the center line of the existing drainage ditch; <br /> thence running along the crown of the levee the following courses and distances: <br /> North 250 03' East, 1177.33 feet; North 8° 41 ' East 106.58 feet; North 4° 16' <br /> West 1835.20 feet; North 190 04' West 420.85 feet; North 37° 45' West 282.13 <br /> :eet; North 59° 02' West 1049.15 feet; North 800 16' West 218.20 feet; South <br /> 770 05' West 843.23 feet to a point lying on the Northerly porlongation of <br /> the center line of the present drainage canal; thence, running along the <br /> prolonged center line of the present drainage canal, South 00 38-1/2' Last <br /> 4065.38 feet to the point of intersection with the prolonged center line of <br /> the existing drainage ditch; thence along the prolonged center line, North <br /> 880 18' 10" East 1823.99 feet, more or less, to the point of beginning. <br /> j P;LRCEL 2: <br /> A STRIP of land lying between the Easterly and the Northerly boundaries of <br /> Parcel 1 and the outer toe of the levee. <br /> PARCEL 3: <br /> A STRIP of land lying between the Easterly and Northerly boundaries of <br /> Parcel 2 ( the outer toe of the levee along the Westerly side of Bishop Cut <br /> and the Southerly side of White Slough ) and a line parallel to and 200 feet <br /> Easterly from the outer toe of the levee along Bishop Cut and the center <br /> line of White Slough. <br /> n <br /> End of Description � <br />
The URL can be used to link to this page
Your browser does not support the video tag.