My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0006677 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MANTHEY
>
12687
>
2600 - Land Use Program
>
PA-0700315
>
SU0006677 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:32:39 AM
Creation date
9/6/2019 10:05:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006677
PE
2631
FACILITY_NAME
PA-0700315
STREET_NUMBER
12687
Direction
S
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19123007
ENTERED_DATE
8/3/2007 12:00:00 AM
SITE_LOCATION
12687 S MANTHEY RD
RECEIVED_DATE
8/2/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MANTHEY\12687\PA-0700315\SU0006677\NL STDY.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.
/
35
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
V. CONCLUSIONS AND RECOMMENDATIONS <br /> SSS§ 5.4, 6.8. The soils underlying the area proposed for wastewater disposal show acceptable <br /> permeability at the shallow depths representative of a filter bed. From the soil chemistry test <br /> results, it appears that there is some denitrification potential from the soils,but not as significant as <br /> has been observed in other areas of San Joaquin County. <br /> NLS§4.2, SSS§ 6.7. Since the water table is relatively high in elevation at 13.8 ft below grade, a <br /> filter bed effluent disposal system is the best option for the septic system structure to be installed. <br /> By installing thefilter bed as high in elevation osp_ sible, evapotranspiration may be expedited and <br /> nitrate formation may be impeded. Additionally, a filter bed reduces the footprint of the disposal <br /> area in comparison to conventional leachlines. <br /> NLS§4.1. The nitrate loading calculations demonstrate that if the toilet was flushed 100x per day <br /> (1.5 gals/flush x 100 flushes= 150 gpd ADF), the nitrate loading approaches approximately one- <br /> half the MCL. This incorporates a large safety factor tFiat v i compensate for comparatively small <br /> volumes of wash water from the sink. <br /> It appears from the soil chemistry results, that nitrate loading will be significantly greater from the <br /> indigenous nitrate-nitrogen soil concentrations than the percolating effluent from the Blue <br /> Rh ice railer. <br /> The filter bed sizing requirement calculations demonstrate there is ample area as denoted on the <br /> Siegfried Site Plans for the primary disposal and the 100%replacement areas. The exact <br /> dimensions of the filter bed system may be manipulated by Siegfried Engineering to conform with <br /> parking areas, etc. <br /> It is imperative that any food and food by-product wastes from the Office Trailer are handled as <br /> solid wastes and not be disposed of into the septic system. This will prevent concentrated organic <br /> loading,prolong the lifespan of the wastewater disposal system and reduce nitrate loading <br /> potential. <br /> 11 <br /> Chesney Consulting <br />
The URL can be used to link to this page
Your browser does not support the video tag.