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SU0002694 SSNL
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SU0002694 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:25 AM
Creation date
9/4/2019 5:31:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002694
PE
2633
FACILITY_NAME
SA-99-19
STREET_NUMBER
27815
Direction
E
STREET_NAME
DODDS
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
27815 E DODDS RD
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\D\DODDS\27815\SA-99-19\SU0002694\NL STDY.PDF
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EHD - Public
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' Impact to Underlying Groundwater/Impact to Downgrad,.pit Wells: <br /> In all considerations to the groundwater,the conclusion from the soil borings demonstrate that the <br /> soil profile has layers of clay that have varying percentages of clay content,all being high,which will <br /> slow the penetration from surface water percolation down to the water table. This slowing of the <br /> percolation allows for a greater impact of drying periods. <br /> This dairy system will have a water storage volume that has a capacity greater than the requirements <br /> I from both the county and state. The minimum required storage is 180 days.The calculated capacity for <br /> this system,which has considered a rainfall year of 22.74 inches(average in the area is 14.74 inches)and <br /> a 25 year,24 hour storm of 3.5 inches,and will store 152%of the calculated solids volume in one of two <br /> settling ponds and will store 138%of the above average rainfall volume. The storage capacity is 119% <br /> considering the inclusion of a 25 year,24 hour storm event. These capacities will allow for containment of <br /> a full winter's manure volume,an above average winter rainfall plus a 25 year,24 hour storm water <br /> volume. <br /> Considering these storage volumes,the waste management system can be managed by plan,not <br /> managed by rainfall events. Well managed irrigation and return water flows, along with wet-dry cycles, <br /> will cause surface water not to penetrate the approximate 90 feet of the depth to static water table. <br /> In order to evaluate future water quality,water wells in the area were tested to establish a baseline of <br /> various elements,reference appendix III-B, I to 5 for test results. <br /> There were four existing wells at the site.An original well was purported to have been hand dug in <br /> the late 1800's. It was approximately 60 feet deep and 48 inches in diameter. The second well was a small <br /> 6 inch domestic well near the farmstead.The third well was a 16 inch well near the"Domestic Well #I". <br /> The fourth well is the"Domestic well#111. Water samples from the"wet"wells were taken by Howk <br /> Systems of Modesto. The hand dug well was dry,consequently,there was no water sample from that well. <br /> The other three well samples,TV I,TV2,and TV3 were tested for calcium,magnesium,electro <br /> conductivity,pH,nitrate,TDS,total hardness,total coliform and fecal coliform to record there quality for <br /> future references. The results are at appendix III-D,1. <br /> Three of the four wells were of no value to the new dairy system. They were abandoned under a <br /> permit issued to APN#207-12-02 by the San Joaquin County Public Health Services Environmental <br /> Health Division,dated 4/26/99.The"Domestic Well#I"is to be used as a water supply to the new dairy <br /> site.it will be improved under a permit to be taken in the near future. Note that a test taken from the <br /> "Domestic Well#1",appendix III-D,1,had a positive result for the presence of Coliform bacteria. A <br /> second water test was taken after extensive pumping from the well for construction grading dust control <br /> and moisture applications for proper compaction that indicate an absence of Coliform bacteria,reference <br /> appendix III-B, 1-3. <br /> There also were samples taken from four surrounding wells.One domestic well(TVW-1)at the Eck <br /> ranch to the south west of ground water gradient under the site,one domestic well(TV W-2)at the <br /> Trimble ranch to the north east of the ground water gradient under the'site,one domestic well(TVW-3)at <br /> the Taro ranch to the up gradient of the site and a OID irrigation well (TVW-5)down gradient to the site. <br /> Water samples from these four wells were transferred under chain of custody from American <br /> Geological Services to A&L Western Agricultural Laboratories in Modesto. They were analyzed for <br /> nitrate,using EPA method 353.2,and tested for TDS,using EPA method 160.1. The results show that <br /> nitrate is present in all of the samples. The results taken from four separate wells, including the"Domestic <br /> Well 41"having been tested twice, show the results of all wells to be 13 ppm nitrate except for the OID <br /> irrigation well(TVW-5)which has only 10 ppm of nitrate. The OID well is at xxxx feet deep. <br /> Although the presence of nitrate in the ground water indicate that there may be some agricultural <br /> contribution contamination,all of these values are well below the maximum contaminant level for <br /> drinking water established for nitrate of 45 mg/Liter(ppm). Furthermore,the consistent level of nitrate in <br /> the ground water indicates that the nitrate in these waters is more a result of a regional infiltration into the <br /> water table,rather than contribution from the any localized source. <br /> It is concluded that the proposed new dairy facility will not impact the downgradient ground <br /> water. ' <br /> Western Design/David Avila 1999 <br /> 19 <br /> t <br /> I <br />
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