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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 VALL REGIONAL WATER QUNCONTROL BOARD <br /> ` DISCHARGER: 12 March 1991 <br /> JOE DA SILVA DAIRY <br /> LOCATION & COUNTY: 27398 E. Dodds Road, Escalon, San Joaquin County <br /> CONTACT(S): Joe Da Silva, Owner <br /> INSPECTION DATE: 9 March 1991 , 1430 <br /> INSPECTED BY: Louis F. Pratt <br /> ACCOMPANIED BY: Joe Da Silva <br /> FOBSERVATIONS AND COMMENTS: <br /> dairy into the Oakdale Irrigation District (01D) Fairbanks Lateral <br /> F This inspection was conducted in response to a complaint alleging a discharge from the <br /> said that the discharge was observed on 7 March 1991. The complainant <br /> � <br /> The inspection revealed that a solids settling <br /> b .* into an adjacent ditch. Wastewater Pond had overflowed on the south end <br /> oat field, then flowed south in atailwaterwdrainst nthe alongdthehwestnendhoof north side of an ' <br /> The wastewater had discharged into Fairbanks Lateral at the southwest_ corner of :,the <br /> field. Wastewater was found in Fairbanks Lateral f <br /> F . <br /> at Escalon Bellota Road, at Dodds at <br /> Road, at Skiff Road, and was flowing into Temple creek north of Skiff Road. <br /> Mr. Da Silva said he became aware of the overflow on 8 March 1991. He said <br /> between the settling pond and holding pond had plugged. He said he cloe <br /> Fairbanks Lateral and dugout the pipe between the pond on 8 March. sed thevalve to <br /> Electrical conductivity readings taken and flow estimates made are as followsall EC <br /> readings are in micromhos/cm and flow estimates are gallons/minute): { <br /> Flow EC <br /> Wastewater in the settling pond <br /> FI Wastewater in the ditch adjacent to the settling pond 4200 <br /> Wastewater in the tailwater ditch 4100 <br /> Water in Fairbanks Lateral above gate valve 3600-3800 <br /> Wastewater in Fairbanks Lateral at Escalon-Bellota Road260 <br /> Wastewater in Fairbanks Lateral (Drain) at Skiff Road 3000 <br /> Wastewater draining into Temple Creek 2400 <br /> Temple Creek above discharge 100 2200 <br /> Temple Creek 100' and 1/4 mile below discharge 300 540 <br /> g <br /> Temple Creek at Temple Creek Road 400 820 <br /> Temple Creek at Van Allen Road 400 1000 <br /> 400 1000 <br /> No :discharges were observed from the Luis Dairy or the Faria Dairy, which lie betty <br /> F the discharge to Temple Creek and Van Allen Road. een <br /> F <br /> VMC-2 <br />
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