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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0009051
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/5/2020 12:26:47 PM
Creation date
2/5/2020 10:23:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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20'd -1ui0i <br /> DEPARTMENT OF HEALTH SERVICES ``�� ,,� <br /> "w7 <br /> CITY <br /> WELL DATA (1)IdenEL.f tion - OF RIPON <br /> (2) Lccacion — -- <br /> (3) Source of Information SEB FILES INSPECTION�Dstc. AU(2)ST 13. 1979 <br /> Well #7 <br /> (3) Number or N■me....._-.._..._.._-.. 1977 WELL IAC <br /> Dace drilled--..— Residential * Official Well Log Unavailable; <br /> (4) Locacion: Nrig"b"hmd ------------- 45+ x 75' Pilot Hole Log <br /> Size of lot...... <br /> Distance to: Sever. > 100 feet i <br /> -_------— NOt11 <br /> Sewage disposal._ _-_ 0 11 Sandy top soil <br /> Abandoned veli. None 11 20 Clay & shale <br /> 15 fee1 20 29 Sand <br /> Tf"mt property hnc Concrete block <br /> 29 33 Clay & shale <br /> (5) Housing: Type... --,•— Cood 33 35 Sand <br /> condition r>e J. 35 40 Clay <br /> Pit depth (i( Zoneret.�•e 4055 Clay (soft & silty) <br /> Floor (sn.tr.iaf)__ .-_ Y + 55 75 Coarse Sand <br /> Drainage . __..:_:: ----- net 1 75 107 Sand & gravel <br /> (6) Well Depeb_.._-----:.._ —.. 107 115 Sand <br /> Is + 115 133 Clay <br /> (7) Qaing: Deptk—_.-- -- x 133 135 Sand <br /> Steel 135 142 Clay <br /> x �---- J 4 inches 1 142 159 Sand <br /> Hcighc iboti•e Door---.---_•- 80 feet 159 188 Clay i <br /> Distance to highest Perforacioos ---Yes 1 188 194 Sand <br /> Surface sealed (yes or iso)---_ --- Yes ' 194 197 Clay <br /> Grzvtl pick (yes or tso). --- . 52 feet 197 210 Sand i <br /> Second "sing depth.-._-..- - 4 inches - I 210 215 Clay <br /> Aneu=u "ting diameter.. .. 52 feet 1 215 218 Sand & g=avel <br /> Jtlarsesl (Jrpeb).-._..-- 218 225 Clay <br /> Thickness— 5 feet I 225 233 Sand & gravel <br /> (2) 'Impervious Strata: 35 feet I 233 265 Clay & shale <br /> Penetrated Depth to.•- 265 285 Sand <br /> * 7.85 294 Clay & sbalr j <br /> Surface . ..-_ * 294 297 Sand <br /> D <br /> (9j Water c Static-. <br /> Depptthh t to ---. * : 297 310 - Clay & shale <br /> Wh`4 pumping 1 310 314 Sand <br /> Fairbanks Morse 314 324 Clay & shale <br /> (10) pump: lfake_.-_-•--------• i 324 326 Sand -- - <br /> TYpe. .:—_--- -• 326 338 Shale & clay . <br /> Cap,ciry.it.p-m-.------..-_.:__.v._. .. <br /> Luhrintion____------•--- 011 _ S �� •. <br /> Gasoline engine <br /> Potrer-__ --- <br /> Auxiliarypower___----..-.-- Automatic <br /> control.__.___.___....--- <br /> Discharge locatioa....._....... ..---- ve <br /> . <br /> .Discharge toS st <br /> U.-._._..._.__- <br /> On Demand <br /> (I l) Frcquencp of ■e......._-.�_--- <br /> ate CONFIDENTIAL <br /> (13) Remark■ andDcEeet■..�__ -- <br /> j (Use other aide if necessary) - <br /> Iz0'd p 12:01 0661-LI-OON <br />
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