My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0080613 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MELTON
>
7670
>
2600 - Land Use Program
>
SR0080613 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/29/2020 3:40:59 PM
Creation date
7/29/2020 2:06:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080613
PE
2602
FACILITY_NAME
NG PROPERTY
STREET_NUMBER
7670
Direction
E
STREET_NAME
MELTON
STREET_TYPE
RD
City
MANTECA
Zip
95337
APN
25722037
ENTERED_DATE
5/13/2019 12:00:00 AM
SITE_LOCATION
7670 E MELTON RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
9
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
LIVE OAK GEO ENVIRONMENTAL, INC. <br /> A-i- * <br /> 407 W. Oak St., Lodi, CA 95240 •: (209) 369-0375 •: logelodi.com <br /> July 2, 2020 RECEIVED <br /> Project Number: 20-18b <br /> Michael Kith, Lead REHS JUL 02 20 <br /> San Joaquin County Environmental Health Department ENVIRONMENTAL <br /> HEALTH <br /> E)E1868 E. Hazelton Ave. <br /> Stockton, CA 95205 <br /> Regarding: Addendum to Soil Suitability/Nitrate Loading Study <br /> APN 257-220-37 <br /> 7670 E. Melton Rd., Manteca, CA SIGao go16 <br /> Original report dated May 13, 2019 <br /> Mr. Kith: <br /> Per the request of Matthew Ng, Live Oak GeoEnviron mental, Inc. (Live Oak) has completed a <br /> percolation test for the subject Site. We understand that Mr. Ng is building a new home, <br /> located at 7670 East Melton Road, Manteca, California (Plate 1). <br /> Live Oak previously completed a percolation test on the project Site on May 1, 2019, with a <br /> percolation rate of 4.63 min/in; and a second test on April 28, 2020, with a percolation rate of <br /> 22.7 min/in. You suggested that Live Oak complete a third percolation test within the existing <br /> orchard to better evaluate whether a standard septic system is appropriate. <br /> This letter serves as an addendum to our original Soil Suitability/Nitrate Loading Study, dated <br /> May 13, 2019, which included a discussion of the May 1, 2019 percolation test. This letter <br /> should be considered an addition to the sections titled "Soil Borings," "Discussion of Soil <br /> Lithology," "Percolation Test," "Preparation and Presaturation of Percolation Test Holes," <br /> "Percolation Test Procedure," "Percolation Test Results," "Discussion of Percolation Test <br /> Results," and "Discussion of Septic Sizing," from page 4 to page 6 of the report. The third <br /> paragraph of the conclusions on page 11 of the original report should also be considered <br /> modified, as the results of the latest percolation test allow the use of a standard, shallow septic <br /> system on the Site. <br /> Soil Boring <br /> On June 15, 2020, Live Oak excavated a shallow soil boring on the Site for the purpose of <br /> conducting a percolation test. The boring was four inches in diameter, 3.34 feet deep, and <br /> was excavated by hand auger. The location of the boring is indicated on the attached Plate 2. <br /> Soil Log <br /> The soil in the boring was observed to be sandy silt to a depth of two feet, followed by partially <br /> cemented sandy silt with clay to the full depth of the hole. Live Oak identifies soil types using <br /> the Unified Soil Classification System visual-manual procedure. <br /> Environmental -% Engineering Geology : Geophysics <br />
The URL can be used to link to this page
Your browser does not support the video tag.