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SU0002629 SSNL
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SU0002629 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:21 AM
Creation date
9/4/2019 5:31:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002629
PE
2633
FACILITY_NAME
SA-99-88
STREET_NUMBER
27398
Direction
E
STREET_NAME
DODDS
STREET_TYPE
RD
City
ESCALON
APN
20121001
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
27398 E DODDS RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\D\DODDS\27398\SA-99-88\SU0002629\SS STDY.PDF \MIGRATIONS\D\DODDS\27398\SA-99-88\SU0002629\NL STDY.PDF
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EHD - Public
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CENTRAL VAP-EY -GIONAL WATER QUAL! CL ,TROL BOARD <br /> INSPECTION REPORT <br /> 30 July 1996 <br /> DISCHARGER: JOE DA SILVA DAIRY <br /> WDID NO: 58395035001 <br /> LOCATION & COUNTY: 27398 East Dodds Road <br /> Escalon, CA. 95320 <br /> San Joaquin Co. <br /> CONTACT(S): Mr. Joe da Silva <br /> Home Phone: (209) 838-8264 <br /> Cellular Ph: (209) 531-4862 <br /> INSPECTION DATE: 10 January 1996 <br /> INSPECTED BY: Michael P. Negrete <br /> ' Sanitary Engineering Associate <br /> ACCOMPANIED BY: Mr. Joe da Silva <br /> OBSERVATIONS AND COMMENTS: <br /> The discharger is currently regulated by Waste Discharge Requirements, Order No. 90-301 , adopted;02 <br /> 1 November 1990. Waste water containing manure entered into the Oakdale Irrigation Districts' Fairbanks <br /> Lateral, then into Temple Creek and into the Sacramento-San Joaquin Delta. <br /> On 08 <br /> March 1991samples water <br /> taken from the lateral drain canal confirmed ammonia levels above'the <br /> LC50 for most fish species in the local area. Discharger was placed on probation by the Departmento of <br /> Fish and Game and was fined later for another violation of the Fish and Game Code Section 5650. <br /> Potential violations: The discharger has built a channel, sump and installed a pump in 1991 to <br /> return the wastewater back to the holding pond to prevent future discharges into <br /> Lateral. The above improvements was not effective because this did not prevent all to water <br /> + from being contain on the property during heavy rains. Corrals wet from recent rains. <br /> Discharger needs to divert stromwater away from the two ponds to prevent future possible <br /> discharges. <br /> Results of the waste load calculations are noted in Attachment 1. <br /> Total N output— 15, 143 lbs. <br /> Crop N needed= 34,650 lbs. <br /> f <br /> VIIIA-2 <br />
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