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SU0003905 SSCRPT
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SU0003905 SSCRPT
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Entry Properties
Last modified
5/7/2020 11:30:17 AM
Creation date
9/9/2019 10:40:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0003905
PE
2622
FACILITY_NAME
PA-0300013
STREET_NUMBER
10900
Direction
E
STREET_NAME
TOKAY COLONY
STREET_TYPE
RD
City
LODI
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
10900 E TOKAY COLONY RD
RECEIVED_DATE
1/24/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\T\TOKAY COLONY\10900\PA-0300013\SU0003905\SSC RPT.PDF
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EHD - Public
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� V <br /> San Joaquin County, California 17 <br /> water table in some areas of the Stomar and Capay are in landscape positions similar to those of the Veritas <br /> soils. soils. Merritt soils are poorly drained and are on flood <br /> Where this unit is used for homesite development, plains. Urban land is covered by streets, parking lots, <br /> the main limitations are slow permeability, a high shrink- buildings, and other structures. <br /> swell potential, and low strength in areas of the Capay Areas of this unit are used mainly as irrigated <br /> and Stomar soils and moderately slow permeability, a cropland. A few areas are used for homesite <br /> moderate shrink-swell potential, and low strength in development. The major soils are suited to irrigated <br /> areas of the Zacharias soils. The restricted permeability crops. Limitations include depth to the hardpan in the <br /> should be considered when onsite sewage disposal Veritas soils and a low available water capacity in. the <br /> systems are designed. Structural damage can result Delhi and Tinnin soils. The growth of deep-rooted crops <br /> from the shrink-swell potential and low strength. These is limited by the hardpan in the Veritas soils. The main <br /> limitations should be considered when foundations, hazard is soil lowing. <br /> buildings, and roads are designed. Where this unit is used for homesite development, <br /> Where this unit is used for dryland grain crops, the the Veritas soils are limited by depth to the hardpan. <br /> main limitation is low rainfall. The amount of Delhi soils are limited by rapid permeability. The main <br /> precipitation is not sufficient for annual cropping. hazard in areas of the Tfnnin and Veritas soils is rare <br /> flooding. The suitability of the Veritas soils for onsite <br /> 10. Delhi-Veritas-Tinnin sewage disposal can be improved by ripping the <br /> Moderately well drained to somewhat excessively hardpan. In areas used for onsite sewage disposal, <br /> drained, coarse textured and moderately coarse textured rapid permeability in the Delhi and Tinnin soils and in <br /> soils that are deep to a cemented hardpan or are very Veritas soils in which the hardpan has been ripped can <br /> deep;on dunes, alluvial fans, and low fan terraces result in contamination of the ground water. Dikes and <br /> channels that have outlets for floodwater can protect <br /> This map unit is on dunes, low fan terraces, and buildings from flooding. <br /> alluvial fans along the Stanislaus River in the southern <br /> and southeastern parts of the county. The soils formed11. Archerdale-Cogna-Finrod <br /> in alluvium derived from granitic and mixed rock <br /> sources. Moderately well drained and well drained, medium <br /> This unit makes up about 10 percent of the survey textured and moderately fine textured soils that are deep <br /> area. It is about 35 percent Delhi and similar soils, 26 to a cemented hardpan or are very deep; on alluvial fans <br /> percent Veritas and similar soils, 22 percent Tinnin and and low fan terraces <br /> similar soils, and 17 percent components of minor This map unit is on alluvial fans and low fan terraces <br /> extent. along the Calaveras River in the central part of the <br /> Delhi soils are on dunes that have been leveled. county. The soils formed in alluvium derived from mixed <br /> They are very deep and somewhat excessively drained. rock sources. <br /> Slope ranges from 0 to 2 percent. Typically, the surface This unit makes up about 6 percent of the survey <br /> layer and underlying material are coarse textured. The area. It about 37 percent Archerdale and similar soils, <br /> hazard of soil blowing is severe. 30 percent Cogna and similar soils, 18 percent Finrod <br /> Veritas soils are on low fan terraces. They are 40 to and similar soils, and 15 percent components of minor <br /> 60 inches deep to a cemented hardpan and are extent. The major components do not occur together in <br /> moderately well drained. Slope ranges from 0 to 2 all of the delineations. <br /> percent. Typically, the surface layer and subsoil are Archerdale soils are very deep and well drained. <br /> moderately coarse textured. The soils are subject to Slope ranges from 0 to 2 percent. Typically, the surface <br /> rare flooding. layer is moderately fine textured, and the subsoil is fine <br /> Tinnin soils are on low fan terraces and alluvial fans. textured. The shrink-swell potential is high. The soils <br /> They are very deep and well drained. Slope ranges are subject to rare flooding. <br /> from 0 to 2 percent. Typically, the surface layer and Cogna soils are very deep and well drained. Slope <br /> underlying material are coarse textured. The hazard of ranges from 0 to 2 percent. Typically, the surface layer <br /> soil blowing is severe. The soils are subject to rare is medium textured. The subsoil and underlying material <br /> flooding. are moderately fine textured and medium textured. The <br /> Minor in this unit are the Bisgani, Manteca, and soils are subject to rare flooding. <br /> Merritt soils and Urban land. Bisgani soils are poorly Finrod soils are 40 to 60 inches deep to a cemented <br /> drained and are on the lower alluvial fans. Manteca hardpan and are moderately well drained. Slope ranges <br /> soils are moderately deep to a cemented hardpan and from 0 to 2 percent. Typically, the surface layer is <br /> r � <br />
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