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SU0002196 SSNL
Environmental Health - Public
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SU0002196 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:06 AM
Creation date
9/6/2019 11:09:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002196
PE
2626
FACILITY_NAME
UP-00-02
STREET_NUMBER
22211
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
ACAMPO
APN
01315030
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
22211 N LOWER SACRAMENTO RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LOWER SACRAMENTO\22211\UP-00-02\SU0002196\NL STDY.PDF
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EHD - Public
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June 21,2000 <br /> Job Number: LGOO-173 <br /> Page 6 <br /> A hand auger soil boring was drilled on May 30, 2000 to a depth of 10 feet to characterize <br /> the soil profile of the proposed septic field as per the requirements of San Joaquin County <br /> Environmental Health Division. No ground water was encountered to a total depth of 10 feet. <br /> Generally, layers consisting of sand and silt were encountered in boring(Plate 8). A 7 foot thick <br /> brown fine to medium sand with silt (slightly moist) is located between the ground surface and 7 <br /> feet in depth. This layer was followed by a 1 foot thick brown sandy silt layer between 7 and 8 <br /> feet in depth. The previous layer was followed by a 3 foot thick brown silty sand located between <br /> 7 to 10 feet in depth. <br /> A shallow percolation test was performed adjacent to the exploratory boring. The <br /> percolation test was set at 3.0 feet in depth within soils consisting of a brown sandy silt layer <br /> (Plate 8). The percolation test casing was a 2 inch PVC pipe with holes drilled on the bottom. <br /> Two inches of"pea gravel"was placed in the bottom of hole,the casing was installed, and several <br /> feet of"pea gravel"were backfilled in the annular space. The percolation hole was soaked and a <br /> short preliminary test was conducted on May 30,2000 to determine if a 1 hour or 4 hour test was <br /> required. Based on a preliminary test, a one hour test would be acceptable. <br /> A one hour percolation test was conducted on May 31, 2000 in accordance with the <br /> requirements of San Joaquin County Environmental Health Division. The last 1/z hour of the test <br /> was observed by Adrienne Ellsaesser, R.E.H.S. of that office. The result of the percolation test <br /> indicates a satisfactory peculation rate of 4.4 minlin was achieved. <br /> VII. NITRATE LOADING STUDY <br /> As mentioned previously, nitrate pollution in ground water often originates from <br /> agricultural fertilizers, livestock waste, and untreated septic tank waste. A build up of nitrates in <br /> the ground-water may lead to health problems and may cause a temporary blood disorder in <br /> infants called methemoglobinemia(blue baby). Serious and occasionally fatal poisonings of <br /> infants have occurred following the ingestion of water containing nitrate concentrations greater <br /> than 10 mg/l nitrate as N or 45 mg/l nitrate as NO,. <br /> The existing or potential sources of nitrogen pollution associated with this project are <br /> essentially the agricultural application of nitrogen fertilizer and soil amendments to the existing <br /> vineyards, the planned use of a new septic system with the boutique winery, washing of winery <br /> tanks, nitrate in ground water used for irrigation,and the nitrate level of rain water. The purpose <br /> of the nitrate loading analysis is to identify the potential sources of nitrogen pollution and to <br /> evaluate the potential impact of those sources to ground water. The nitrate loading analysis helps <br /> pE4t0 <br /> i <br />
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