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EHD Program Facility Records by Street Name
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120 (STATE ROUTE 120)
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17000
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2900 - Site Mitigation Program
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PR0523467
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Entry Properties
Last modified
2/11/2026 4:26:55 PM
Creation date
4/2/2020 4:35:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523467
PE
2965 - RWQCB LEAD AGENCY WASTE DISCHARGE SITE
FACILITY_ID
FA0007060
FACILITY_NAME
WINE GROUP, THE
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366
APN
24506030
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
17000 E STATE ROUTE 120 RIPON 95366
Tags
EHD - Public
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K Kennedy Jenks <br /> Many soils have characteristics that are not clearly associated with a specific soil group. These soils <br /> might be near the borderline between groups, based on either grain-size grading and distribution, or <br /> plasticity characteristics. In this case, assigning dual group names and symbols might be <br /> appropriate (e.g., GW-GC or ML-CL). <br /> The two basic soil groups are: <br /> 1. Coarse-Grained Soils — For soils in this group, more than half of the material is larger than <br /> No. 200 sieve (0.074 mm). <br /> 2. Fine-Grained Soils (including Organic Soils) — For soils in this group, one half or more of the <br /> material is smaller than No. 200 sieve (0.074 mm). <br /> Note: No. 200 sieve is the smallest size that can be seen with the naked eye. <br /> CA Classification of Coarse-Grained Soils <br /> Coarse-grained soils are classified on the basis of: <br /> 1. Grain size and distribution <br /> 2. Quantity of fine-grained material (i.e., silt and clay) <br /> 3. Character of fine-grained material <br /> Classification uses the following symbols: <br /> Basic Symbols Modifying Symbols <br /> G - gravel W - well graded <br /> S - sand P - poorly graded <br /> M - with silt fines <br /> C - with clay fines <br /> The following are basic facts about coarse-grained soil classification: <br /> • The basic symbol G is used if the estimated volume percentage of gravel is greater than that <br /> for sand. In contrast, the symbol S is used when the estimated volume percentage of sand <br /> is greater than the percentage of gravel. <br /> • Gravels include material in the size range from 3 inches to 0.2 inch (i.e., retained on No. 4 <br /> sieve). Sand includes material in the size range from 0.2 inch to 0.003 inch. Use the grain <br /> size scale used by engineers (ASTM Standards D422-63 and D643-78) to further classify <br /> grain size as specified by the USCS. <br /> • Although not specifically treated in ASTM D2488-06, cobbles range in size from 3 inches to <br /> 10 inches and boulders refer to particles with a single dimension greater than 10 inches. <br /> They are included here for the purpose of completeness and for their hydrogeologic <br /> significance. <br /> Monitoring Well Installation Work Plan, B-3 <br /> The Wine Group, Franzia Winery, Ripon, CA <br /> P.\1 S-Proj\2003-post archive\030120.XY_GW Mon Well Support\09-Reports\piecesWPP_C SOG Borehole Log.doc <br />
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