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SU0007443 SSNL
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SU0007443 SSNL
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Last modified
5/7/2020 11:33:04 AM
Creation date
9/8/2019 12:39:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007443
PE
2622
FACILITY_NAME
PA-0800323
STREET_NUMBER
10020
Direction
W
STREET_NAME
PELTIER
STREET_TYPE
RD
City
THORNTON
APN
01106002
ENTERED_DATE
10/27/2008 12:00:00 AM
SITE_LOCATION
10020 W PELTIER RD
RECEIVED_DATE
10/27/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\P\PELTIER\10020\PA-0800323\SU0007443\SS STDY.PDF
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EHD - Public
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October 23, 2009 Page 2 of 10 <br /> Our Project Number: LGS0090518 <br /> with a minimum parcel size of 40 acres. This zoning designation "is established to preserve <br /> agricultural lands for the continuation of commercial agricultural enterprises." <br /> A site map and vicinity map are included in Appendix A of this report as Plate 1 and 2, <br /> respectively. The Site has been and is still currently used for growing row crops. <br /> 2.0 EXISTING AND PROPOSED SEPTIC TANK USAGE <br /> According to San Joaquin County files, no septic systems currently exist on the site. No on-site <br /> septic permits were found for the Site during a recent file review at the EHD. <br /> In an attempt to determine the septic system density for the vicinity of the Site, our office <br /> reviewed a recent aerial photograph of the subject property available from GoogleEarthT". We <br /> counted the building clusters within one square mile of the Site, and made the assumption that <br /> each building cluster has one septic system. Using this method, we determined that there are a <br /> minimum of 10 septic systems per square mile in the immediate vicinity of the Site. As <br /> indicated, the general area consists of agriculture with a few scattered residences. <br /> Based on our recent file review at EHD, the septic systems in the area appear to utilize leach <br /> lines with some filter beds. From our review, the septic repairs in the vicinity appear to consist <br /> of the addition of leach lines. Some examples of these repair permits can be found in Appendix <br /> B. <br /> Maximum expected usage on the proposed parcel would be for a primary residence and second <br /> dwelling unit. Septic system design should be based on the County On-Site Wastewater <br /> Disposal Standards or specific engineering recommendations. <br /> 3.0 GROUNDWATER INFORMATION <br /> 3.1 Groundwater Depth and Gradient <br /> The San Joaquin County Flood Control and Water Conservation District (2003 and 2004) <br /> groundwater elevation maps were reviewed to determine the groundwater levels near the Site. <br /> The Fall 2003 and Spring 2004 maps are the most current official maps available from the <br /> County. According to these maps, (Plates 3 and 4) in Appendix A, groundwater elevation lies <br /> between 0 and 10 feet below mean sea level. The elevation of the land, as previously <br /> mentioned in Section 1.1, ranges between approximately 0 and 8 feet above mean sea level. <br /> Therefore, the depth to groundwater (the difference between the elevation of the Site and the <br /> elevation of groundwater), ranges between approximately 0 and 18 feet below the ground <br /> surface. The groundwater in the vicinity of the Site appears to flow to the northwest. <br /> Groundwater was encountered by the staff of Neil O. Anderson and Associates, Inc. on <br /> proposed parcel 5 at four feet below ground surface during the drilling of the borings. <br /> ,.,44 <br /> 902 Industrial Way•Lodi,CA 95240•209.367.3701 •Fax 209.369.4228 02009 Neil O.Anderson&Associates.Inc <br />
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