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SU0004256 SSNL
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SU0004256 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:35 AM
Creation date
9/6/2019 9:55:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004256
PE
2632
FACILITY_NAME
PA-0300303
STREET_NUMBER
28822
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
APN
25321010
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
28822 S MACARTHUR DR
RECEIVED_DATE
7/10/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MACARTHUR\28822\PA-0300303\SU0004256\NL STDY.PDF
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EHD - Public
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rFborning. <br /> test borings were pre-saturated in the late afternoon of July 2 after conductija <br /> nother location in Lathrop. Pre-saturation consisted of filling the borings to <br /> mately 75%of their capacity with water after the 3-inch PVC pipe was place <br /> The percolation tests were conducted on July 3. <br /> 7. Due to the existing nitrate contamination problem in this locale,EHD recommends tfilter bed be installed for the Bay Storage facility instead of leachlines and seepage pspecified in the Nitrate Loading Study. According to Section 8.7.4. of the San JoaquSewage Standards, the required lineal feet of leachline (LFLL) is to be multiplied by(sandy soils based on pert rate), which gives the required square footage of filter bed264 LFLL (from Page 9 of Report) x 3 = 792 sq. ft. A leachfield area consisting of t <br /> leachlines 14 feet wide (outside leachline trench to outside leachline trench)was <br /> originally specified. Therefore,the filter bed area may consist of 14 x 57= 798 sq. ft. <br /> Five foot setbacks around the filter bed must be maintained. <br /> By installing a filter bed instead of leachlines and seepage pits, the clay fraction of the <br /> surface soils will assist in promoting the denitrification capabilities of the soil. Secondly, <br /> the filter bed design will also be conducive to evapotranspiration during the favorable <br /> months of the year(May through September). These two factors should alleviate the <br /> nitrate loading to a greater extent than leachlines and seepage pits. <br /> ya< < . <br /> Respectfully submitted, <br /> CHESNEY CONSULTING <br /> "0* <br /> No.:O675 1R <br /> Epires <br /> Don Cheey, R.E.A. <br /> Op <br /> Page 2 of 2 <br /> C&mq Consulting <br />
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