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SR0080909 SSNL (2)
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SR0080909 SSNL (2)
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Entry Properties
Last modified
5/18/2020 8:55:12 AM
Creation date
11/19/2019 1:36:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080909
PE
2602
STREET_NUMBER
23848
Direction
N
STREET_NAME
PEARL
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00727002
ENTERED_DATE
7/18/2019 12:00:00 AM
SITE_LOCATION
23848 N PEARL RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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Existing Septic Tank Usage in the Vicinity <br />To estimate the septic system usage in the area, our office counted septic systems that <br />exist within approximately one square mile surrounding the property. Air photo imagery <br />from Google Earth was used. Each building cluster on the photo was assumed to have <br />one septic system. Using this method, it is estimated that at least 93 septic systems per <br />square mile are located in the immediate vicinity of the Site. <br />The area surrounding the Site consists primarily of rural residences; a few vineyards <br />and other agricultural properties are present. A small dairy is located approximately <br />one-half mile east of the Site. <br />Septic Permit History in the Vicinity <br />Based on a review of septic permits on file at the San Joaquin County Environmental <br />Health Department for nearby properties, most septic systems in the area utilize leach <br />lines and seepage pits. The septic permits can be found in Appendix 4 of this report. <br />Expected On-Site Maximum Septic Tank Usage <br />Maximum expected usage on the Site would be from the existing and proposed <br />residences. Septic system design should be based on the San Joaquin County On-Site <br />Wastewater Treatment Systems Standards (2017) or other engineering <br />recommendations. <br />Ground Water Information <br />Depth and Gradient <br />Live Oak reviewed ground water elevation information available from the San Joaquin <br />County Flood Control and Water Conservation District to determine the ground water <br />levels near the Site. Data from spring and fall of 2016 were the most recent available <br />from this source. According to an analysis of these maps (Plates 5 and 6), ground <br />water elevation is approximately 30 to 43 feet below mean sea level. Ground water <br />flows down to the northwest at a rate of approximately four feet per mile in the fall map; <br />the rate could not be calculated for the spring map. <br />Given that the ground elevation of the Site is approximately 110 feet above mean sea\ <br />level, the depth to water below the Site is estimated to be approximately 140 to 153 s\ <br />feet. <br />San Joaquin County experienced its highest recent ground-water levels in 1983 and <br />1999. Review of ground-water maps for spring/of these years (Plates 7 and 8) reveals <br />that depth to water would have been approximately 120 feet. <br />LOGE 1850 Page 3
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