My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS CASE 2
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
B
>
BELLA LAGO
>
1699
>
2900 - Site Mitigation Program
>
PR0523856
>
FIELD DOCUMENTS CASE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/16/2019 3:17:40 PM
Creation date
9/16/2019 3:08:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
CASE 2
RECORD_ID
PR0523856
PE
2965
FACILITY_ID
FA0016065
FACILITY_NAME
OAKWOOD SHORES
STREET_NUMBER
1699
STREET_NAME
BELLA LAGO
STREET_TYPE
WAY
City
MANTECA
Zip
95337
APN
24152013
CURRENT_STATUS
01
SITE_LOCATION
1699 BELLA LAGO WAY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
47
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
® H O L D R E�_ L:' & K U L L B(*NG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort <br /> Project No.: 20,012-02 Task No.: 2 BOO-1 <br /> Field Location Sketch (Not to Scale) Location: 874 East Woodward Ave.,Manteca,CA Sheet 1 <br /> MW-2 Levee Logged By: Don Olsen Date: Of: 3 <br /> Drilling Company: Wanye Environmental Drilling, Inc,Lincoln,CA <br /> ProposALeMW t :(Q Driller: John Pattison Helper: <br /> Ponds ® Existing J o > Drilling Method(s): Hollow-Stem Augers(HA) <br /> �Ponds <br /> / Cn Boring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> Ground Elevation: 32,71 Ft.(MSL) Datum: Wong Eng. <br /> MW- B00-1 Backfill or Well Casing: Backfilled with cement bentonite grout. <br /> Pocket Hammer Sampler Sample Sample Depth Smple Well Graphic Ground Water Depth Below Existing Ground Surface <br /> Penetro- Blow Type Recovery No. Intrvl Detail Log Date 11/3/00 <br /> meter Count or Time 16:36 <br /> Uncor. Drilling Depth(ft) 31.95 <br /> Method resen a Ion Order for Soil an oroc escrlp Ions <br /> (tso (N/6in) (ft/ft) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> HA 'f' r LEVEE FILL: (CL)SANDY CLAY, Fld. Est.: 80% Low Plastic Fines, <br /> 20%Fine Sand; Dark Yellowish Brown (1 OYR,4/4); Stiff; <br /> Damp.f.•f fJ:' <br /> Jf lr:J. <br /> 2 f•,:.: <br /> 3 <br /> 4 Z.j <br /> 1.75 5 2.Oss 1.2/1.5 L-1 { <br /> 6 13/12 6 '. <br /> 7 <br /> 1.75 5 SPT 1.5/1.5 B-1 7 @65, LAB DATA:48.7 Low Plastic Fines, 31.3 Fine Sand, 17.2% <br /> 8 19112 +f ; Medium Sand, 2.8%Coarse Sand. <br /> 11 8 <br /> HA <br /> /Z <br /> �;yfff; <br /> 10 'ifr <br /> 4 10/12 <br /> 1.75 4 2.Oss 1.111.5 L-2 <br /> 6 <br /> HA 2 <br /> fr f�•{/f <br /> 3 fry, <br /> •f;fff;: <br /> 4 <br /> ffF J:: <br /> 15 <br /> 0.75 1 2.Oss 1.8/2.0 L-3 <br /> 3 7/12 6 <br /> 4 <br /> HA <br /> 8 <br /> (SM)SILTY SAND, Fld. Est.:40%Low Plastic Fines,60% Fine Sand; <br /> 9 Pale Brown (10YR,613); Dense; Damp. <br /> 20 <br /> Boring ogs20,0 I 2-02.x Is,r300-I (I 1 Project No. - <br />
The URL can be used to link to this page
Your browser does not support the video tag.