My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS CASE 2
EnvironmentalHealth
>
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
® HOLDREII,_ & KULL BOONG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort <br /> Project No.: 20,012-02 Task No.: 2 MW-4 <br /> Field Location Sketch (Not to Scale) Location: 874 East Woodward Ave., Manteca,CA Sheet 2 <br /> MW-2 O 11 Logged B Date: 10/31/00 Of: 2 <br /> Levee 99 Y� Don Olsen <br /> Drilling Company: Wanye Environmental Drilling, Inc,Lincoln,CA <br /> Proposed :• MW-1 ;I6 Driller: John Pattison Helper: <br /> Ponds ® Existing J o > Drilling Method(s): Hollow-Stem Augers(HA) <br /> Ponds <br /> MW-3 / rn Boring Diameter: 10 Inches Total Depth: 36.5 Ft. <br /> Ground Elevation: 23.11 Ft.(MSL) Datum: Wong Eng. <br /> MW-4 B00-] Backfill or Well Casing: Well Const.:4"DIA Solid PVC 0 to 16';Screen <br /> 16 to 31';Grout 0 to 11';bentonite 12 to 14';6and 14 to <br /> Pocket Hammer Sampler Sample Sample Depth Smple Well Graphic Ground Water Dept Below Existing Ground Surface <br /> Penetro- Blow Type Recovery No. Intrvl Detail Log Date 10/31/00 12/12/00 <br /> meter Count or Time 15:50 <br /> Uncor. Drilling Depth(ft) 27.00 1 25.44 <br /> Method Presentation Order Tor boll an or KOCK Descriptions <br /> (tsf) (N/6in) (ft/ft) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> 3.75 2 SPT 1.5/1.5 B-4 - :: ' ::: (CL) CLAY Continued. <br /> 5 12112 21 <br /> 7 - •moi; .':: <br /> HA 2 <br /> f f%; <br /> 'G,`•r%: <br /> X' <br /> V 25 <br /> •/f fi <br /> 0.25 1 STP 1.4/1.5 B-5 - {; ' @ 25.5', Saturated. <br /> 4 9/12 6 <br /> 5 B 6 _ P)SAND, Fld. Est.: 2%Low Plastic Fines, 98%Fine Sand; Gray <br /> HA 7 - (10YR, 5/1); Medium Dense; Saturated, <br /> 8 <br /> 9 <br /> 30 - <br /> 6 SPT 1.5/1.5 B-7 - @30 Feet, Dense. <br /> 17 35/12 1 - <br /> 18 <br /> HA 2 <br /> 3 :.:. <br /> 4 <br /> 35 <br /> 1 SPT 0.0/1.5 @35 Feet, Medium Dense. <br /> 6 26/12 6 <br /> 20 <br /> 7 <br /> Bottom at 36.5 Feet <br /> 8 Terminated upon collectinq sufficient information. <br /> 9 <br /> 40 <br /> BoringLogs20,0I2-02.xIs,MW-4(2) Project No. 20,012-02 <br />
The URL can be used to link to this page
Your browser does not support the video tag.