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COMPLIANCE INFO_1956 - 1972
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PR0504217
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COMPLIANCE INFO_1956 - 1972
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Last modified
7/31/2020 1:37:55 PM
Creation date
7/3/2020 10:35:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1956 - 1972
RECORD_ID
PR0504217
PE
4430
FACILITY_ID
FA0004231
FACILITY_NAME
J M EAGLE (WS)
STREET_NUMBER
1051
STREET_NAME
SPERRY
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
17728039
CURRENT_STATUS
02
SITE_LOCATION
1051 SPERRY RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
CField
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4430_PR0504217_1051 SPERRY_1956-1972.tif
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EHD - Public
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oc <br />GPED, Manville <br />October 1',,*, 1958 y,r'r3 <br />Ma1x 4.J;�;t, <br />L.W. Stilwell - Stockton <br />STO-2001 <br />Enclosed are 4 copies of drawing 'A194197-4 w'nich have been sealed with <br />the State of California Professional Engineer license and L copies of our <br />design calculations for a log+ man sewage d-sposal field for Lhe wet end <br />toilet room at Stockton. <br />Will you please submit these plans to Mr. La-Ison of the San Joaquir Local <br />Health District, for his approval. <br />Assuming that these are approved by Ur. Layson, will you please get prices <br />from Parrish for the complete installation and also from any other contrac- <br />tor who does this Mind of work. <br />We have not detailed the ",000 gallon septic tan:: since Parrish has given <br />you a price on a reinforced concrete tarL,� which is acceptable to San Joaquin <br />County. We figa.-e that he should bid on his standard tank, submitting a <br />sketch of the tan'_c with his bid. ;` n is should be reviewed by - neral Er1- <br />gineering and if we want to ma.:: any changes, we will consider those changes <br />an extra. <br />Also attached is a copy of t -he Ferguson letter of 0 tober 1'i'tli with which <br />they submitted the desig. for the main septic tanL . 'Chis may be useful <br />in your dealin,-s with Mr. Layson since he accepted the main system and we <br />have used the same design criteria in the wet end system. You will notice <br />that the flow has been cut from 3" gallons to 29 allons. This is because <br />there are no showers in the wet end toilet r,)om. Tjia main cleaning, up is <br />done in the central toilet room. <br />Please let me '::now if dere are any clue s,;ions in this matter. <br />M.!s. jtVIN <br />MBJ j bl <br />Wj,attachs . <br />cc: J.A. ermeulen <br />F.A. Clac_ssens <br />F. C:iark <br />Y <br />
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