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SU0004997 SSCRPT
Environmental Health - Public
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SU0004997 SSCRPT
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Last modified
5/7/2020 11:31:24 AM
Creation date
9/5/2019 11:17:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0004997
PE
2622
FACILITY_NAME
PA-0400594
STREET_NUMBER
522
Direction
S
STREET_NAME
HINKLEY
STREET_TYPE
AVE
City
STOCKTON
APN
15724318
ENTERED_DATE
4/20/2005 12:00:00 AM
SITE_LOCATION
522 S HINKLEY AVE
RECEIVED_DATE
4/19/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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\MIGRATIONS\H\HINKLEY\522\PA-0400594\SU0004997\SSC RPT.PDF
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EHD - Public
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Surface and Subsurface Con l6ation Report—APN: 157-243-18—To create hive(5)lot size parcels of <br /> about equal size, each containing at least 7,680 sq. ft., out of a larger 38,531 sq. ft. parcel. <br /> Permeability is slow in the Jacktone soil. Available water capacity is moderate. <br /> The shrink-swell potential is high. The effective rooting depth is limited by the hardpan <br /> at a depth of 20 to 40 inches. Depth to the water table is more than 5 feet, but water may <br /> be briefly perched above the hardpan after periods of heavy rainfall or irrigation. Runoff <br /> is slow and the hazard of water erosion is slight. The rate of water intake in irrigated ares <br /> is 0.1 inch per hour. The soil is subject to rare flooding, which occurs during years of <br /> abnormally high precipitation. <br /> The Jacktone soil is suited to irrigated row, field, orchard and vineyard crops. The <br /> main limitations are the slow permeability and depth to the hardpan. <br /> Jack-tone—Urban Land Complex <br /> Depth Liquid Plasticity Percent Permeability Shrink- <br /> In Inches Material Limit Index Clay (Inches/Hour) Swell <br /> 0—22 Clay 40 - 60 20 -35 40 - 60 0.06 - 0.2 High <br /> 22—34 Clay Loam, Clay, 40 - 60 20 -35 35 - 60 0.06 -0.2 High <br /> Silty Clay <br /> 34 -37 Indurated -------- ------- ------- --------- ------ <br /> 37-46 Loam, Clay 25 -40 5 - 15 20-30 0.2 -0.6 Moderate <br /> Loam, <br /> 46-60 Cemented ------- ------- ------- --------- ---------- <br /> 6.0 Groundwater Elevation and Water Analysis: The San Joaquin County Flood <br /> Control and Water Conservation Map entitled"Lines of Equal Depth To Water Wells, <br /> dated Spring 1999, shows the groundwater table to he at least fifty feet below the ground <br /> surface. The groundwater drops at a rate of one(1) foot for every three-hundred seventy- <br /> six(376) feet traveled in a south east direction. <br /> There are no wells on the subject property so no attempt was made to determine �,3> <br /> DBCP and Nitrate (NO3) concentrations in the ground water. <br /> The general area in the vicinity of the subject property is presently afforded water <br /> service by California Water Service. <br /> 7.0 Evaluation of Past and Current Sources of Contamination Identified At Or Near <br /> The Site And Recommendations For Further Action <br /> 5.1 Evaluations: Each of the past, present and current sources of contamination are <br /> evaluated in each of the Sections 3.1 through 3.4, 4.0 and 5.0 above. Refer also to <br /> Sections 8.1 through 8.3 below. <br /> 8.0 Conclusions, Recommendations and Miti¢ation Measures: <br /> 8.1 Conclusions: With no animals being found on the subject property, no <br /> TIS Properties Inc., Stan Nixon, Agent, Stockton, California 95215 (Owner)4408 East Fremont Street <br /> (Prniert Citr) 579 gm�th Hinlrlry AVPm IP gtnclrtnn r'alifnmia 0591 S 7 <br />
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