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SU0004926 SSNL
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SU0004926 SSNL
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Entry Properties
Last modified
5/7/2020 11:31:20 AM
Creation date
9/6/2019 10:10:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004926
PE
2622
FACILITY_NAME
PA-0500119
STREET_NUMBER
515
Direction
S
STREET_NAME
MEZA
STREET_TYPE
CT
City
LINDEN
APN
18332087
ENTERED_DATE
3/18/2005 12:00:00 AM
SITE_LOCATION
515 S MEZA CT
RECEIVED_DATE
3/15/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\M\MEZA\515\PA-0500119\SU0004926\SS STDY.PDF
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EHD - Public
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Joaquin County, California 15 <br /> kton and similar soils, and 13 percent components soils formed in alluvium derived from m' rock <br /> inor extent. sources. Levees have been construct to control <br /> tcktone soils are in basins. They are 20 to 40 floodwater. They are used in conju on with drainage <br /> as deep to a cemented hardpan and are somewhat ditches and pumps to reduce we ss. <br /> ly drained. Slope ranges from 0 to 2 percent. This unit makes up about 4 cent of the survey <br /> tally, the surface layer is finb'textured. The subsoil area. It is about 43 percent rd and similar soils, 30 <br /> oderately fine textured. The shrink-swell potential is percent Devries and similar its, 18 percent <br /> Depth to the water table is more than 5 feet. The Rioblancho and similar so and 9 percent components <br /> are subject to rare flooding. of minor extent. <br /> ollenbeck soils are on basin rims. They are 40 to 60 Guard soils are ve ep and poorly drained. Slope <br /> as deep to a cemented hardpan and are moderately ranges from 0 to,2 p ent. Typically, the surface layer <br /> drained. Slope ranges from 0 to 2 percent. and underlying ma I are moderately fine textured. <br /> tally, the surface layer is fine textured. The subsoil The soils are cal eous throughout and have weakly <br /> ie textured and moderately fine textured. The cemented Jaye elow a depth of 15 inches. A high <br /> ik-swell potential is high. The soils are subject to water table is a depth of 1.5 to 3.0 feet in most <br /> flooding. areas, but - as been lowered to a depth of more than <br /> tockton soils are in basins. They are 40 to 60 5.0 feet in eas where water from drainage ditches is <br /> es deep to a cemented hardpan and are somewhat pumped o the adjacent sloughs and rivers. The soils <br /> rty drained. Slope ranges from 0 to 2 percent. are su to rare flooding. <br /> ically, the surface layer is fine textured. The subsoil D 'es soils are 20 to 40 inches deep to a cement <br /> ie textured and moderately fine textured. The ha and are somewhat poorly drained. Slope <br /> nk-swell potential is high. Depth to the water table is ges from 0 to 2 percent. Typically, the surface la r <br /> e than 5 feet. The soils are subject to rare flooding. and subsoil are moderately coarse textured_ Dept <br /> ftnor in this unit are the Archerdale soils and Urban the water table is more than 5 feet. The soils ar <br /> I. Archerdate soils are well drained and are on the subject to rare flooding, <br /> ier fan terraces. Urban land is covered by streets, Rioblancho soils are 20 to 40 inches deep a <br /> ting lots, buildings, and other structures. cemented hardpan and are somewhat poo drained. <br /> areas of this unit are used mainly as irrigated Slope ranges from 0 to 2 percent. Typi , the surface <br /> )land or pasture. A few areas are used for homesite layer is moderately fine textured. The s soil is <br /> elopment_ The major soils are suited to irrigated moderately fine textured and modera coarse <br /> )s and pasture. Limitations include slow permeability textured. Depth to the water table i ore than 6 feet. <br /> depth to the hardpan. In most areas the growth of The soils are subject to rare flo . <br /> annial, deep-rooted crops is limited by the hardpan. Minor in this unit are the Dell iIs and Urban land. <br /> Vhere this unit is used for homesite development, Dello soils are very poorly dr . ed and are in the lower <br /> main limitations are slow permeability, a high shrink- landscape positions. Urban d is covered by streets, <br /> SII potential, low strength, and depth to the hardpan. parking lots, buildings, Cher structures. <br /> main hazard is rare flooding. Onsite sewage Areas of this unit are mainly as irrigated <br /> oosal is difficult because of the slow permeability and cropland or pasture. A w areas are used for homesite <br /> hardpan. Structural damage can result from the high development. The in r soils are suited to irrigated <br /> :nk-swell potential and low strength. These crops and pasture. mitations include depth to the <br /> tations should be considered when foundations, hardpan in the D es and Rioblancho soils and a low <br /> dings, and roads are designed. Dikes and channels available water pacity in the Devries soils. Guard <br /> t have outlets for floodwater can protect buildings soils are limit y depth to the high water table, slow <br /> n flooding. permeability d weakly cemented layers. The growth <br /> of most per nial, deep-rooted crops is limited by the <br /> Guard-Devries-Rioblancho high wate ble or the hardpan. <br /> Wbe unit is used for homesite development, <br /> Orly drained and sorrnewltat poorly moderd6ely the - Gmitabons are depth to the high water table <br /> trse textured and moderately soils that and hardpan. The main hazard is rare flooding. <br /> moderately deep to a hardpan or are very O ' sewage disposal is difficult because of depth to <br /> rp and that have freer in most areas,on and the high water table and may cause <br /> :in rims -nation of the ground water_ Dikes and channels <br /> chis map unit is on b rims along the eastern at have outlets for floodwater can protect buildings <br /> le of the Sacrame n Joaquin Delta area. The om flooding. <br />
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