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COMPLIANCE INFO_NL STUDY
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4200 – Liquid Waste Program
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PR0505453
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COMPLIANCE INFO_NL STUDY
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Last modified
12/4/2020 9:26:03 AM
Creation date
8/5/2020 10:12:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STUDY
RECORD_ID
PR0505453
PE
4242
FACILITY_ID
FA0006451
FACILITY_NAME
OPEN AIR MALL
STREET_NUMBER
3550
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13207012
CURRENT_STATUS
01
SITE_LOCATION
3550 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\4200 - Liquid Waste\W\WILSON\3550\PR0505453\NL STUDY.PDF
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EHD - Public
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1 <br /> � At <br /> VALLEY AG <br /> RES E ARCH <br /> IM <br /> r- <br /> July 13, 1994 <br /> Mr. Ray Borges, R.E.H.S. <br /> San Joaquin County Environmental Health Department <br /> 445 North San Joaquin Street <br /> Stockton, CA 95201 <br /> Dear Mr. Borges: <br /> Va11ey.Ag Research is presenting this outline of our upcoiming Nitrate Loading Study Report <br /> regarding to the Stockton Open Air Mall which will be delivered to your office upon completion. <br /> The Application -Revisions of Approved Actions pertain to UP-93-09 and 2R-93-01. <br /> Our Nitrate Loading Study Report will be an addendum to the existing study and report which <br /> was conducted at this time last year. As you recall, it is being proposed by the applicants to have <br /> a bingo parlor on the premises of the Stockton Open Air Mall. <br /> Additionally, our report will discuss effluent loading rates and correlate this data with septic <br /> system design criteria. The existing septic system was design for a wastewater flow of 30,000 <br /> gallons per day. Due to the unanticipated decrease in the number of customers at the Open Air <br /> Mall, the increased effluent and nitrate loading rates will be comparable to our original <br /> calculations. These calculations were within acceptable limits. <br /> We are also proposing that with the additional effluent generated by the extended hours of the <br /> bingo parlor, an additional septic system structure be incorporated into the design. There will be <br /> three, 40 foot leachlines with three 5 X 25 ft seepage pits at the end of each leachline. The <br /> additional septic structure will be to shunt the effluent from the distribution box at the top of the <br /> leachlines, back to the property border to be managed by a maximum of 50 seepage pits. These <br /> pits will also have trees adjacent to them to evapotranspirate the effluent. - <br /> Respectfully submitted, <br /> o10 ' <br /> VALLE AG RESEARCH e�y <br /> No. 0675 !1 > <br /> xpires: <br /> Don Chesney <br /> CP CAL <br /> P.O. Box 3794 • Turlock, California 95381 (209) 668-2505 <br />
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