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SU0006563 SSNL
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SU0006563 SSNL
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Last modified
5/7/2020 11:32:32 AM
Creation date
9/9/2019 10:14:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006563
PE
2622
FACILITY_NAME
PA-0700221
STREET_NUMBER
800
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
APN
14327038
ENTERED_DATE
5/15/2007 12:00:00 AM
SITE_LOCATION
800 N SHAW RD
RECEIVED_DATE
5/15/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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FilePath
\MIGRATIONS\S\SHAW\800\PA-0700221\SU0006563\SS STDY.PDF
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EHD - Public
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May 2, 2007 <br /> NOA Project Number: E07040B <br /> 3.3 On-Site Septic Repair Permit History <br /> Please see section 3.1 for further details regarding septic repair history on the site. <br /> 3.4 Existing Septic Tank Usage in the Vicinity <br /> In an attempt to determine the septic system density for the vicinity of the Site, our office reviewed <br /> a 1993 aerial photograph of the subject property available from Google Maps TM. We counted the <br /> building clusters within one square mile of the Site, and made the assumption that each building <br /> cluster has one septic system. Using this method,we determined that there are a minimum of 100 <br /> septic systems per square mile in the immediate vicinity of the site. <br /> The general use of the vicinity is split between industrial and surrounding agricultural land with <br /> associated residences and farm structures. <br /> 3.5 Septic Permit History in the Vicinity <br /> After a file review at the EHD on February 15, 2007 it was determined that septic systems in the <br /> area appear to utilize leach lines with seepage pits. <br /> 3.6 Septic Repair Permit History in the Vicinity <br /> After a file review at the EHD on February 15, 2007 it was determined that septic system repairs in <br /> the area appear to have been primarily for the addition of leach lines and a seepage pits. <br /> 3.7 Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected usage on each proposed parcel would be for the existing building on Parcel one. <br /> The second parcel is a designated remainder. Septic system design should also be based on the On- <br /> Site Wastewater Disposal Standards or other engineering recommendations. <br /> 4.0 GROUND WATER INFORMATION <br /> 4.1 Ground Water Depth and Gradient <br /> The San Joaquin County Flood Control and Water Conservation District (1998 and 1999) ground <br /> water depth and elevation maps were reviewed to determine the ground water levels near the Site. <br /> The Fall 1998 and Spring 1999 maps are the most current official maps available from the county. <br /> According to these maps (Plates 3-6),ground water lies between 60 and 70 feet below ground <br /> surface in the vicinity of the Site. Due to the complex shape of the contours in the area,it is <br /> difficult to measure the gradient in the immediate vicinity of the site. <br /> 3 <br />
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