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SU0005351 SSNL
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SU0005351 SSNL
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Entry Properties
Last modified
5/7/2020 11:31:38 AM
Creation date
9/8/2019 1:01:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005351
PE
2600
FACILITY_NAME
CC-8900174
STREET_NUMBER
7000
STREET_NAME
NELSON
STREET_TYPE
RD
City
STOCKTON
APN
18506020
ENTERED_DATE
8/29/2005 12:00:00 AM
SITE_LOCATION
7000 NELSON RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\N\NELSON\7000\CC-8900174\SU0005351\SS STDY.PDF
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EHD - Public
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Munro Orchard Subdivision <br /> Page 3 <br /> OWNER: Galen Meyer <br /> ADDRESS: 18414 E. Nijoel Way,Lot 7 <br /> LOCATION: directly west of lot 6. <br /> AGE OF HOME: 2.5 years <br /> SEPTIC SYSTEM: Yes, utilizing a septic tank with 4-125+ ft leechlines that are located on the <br /> south side of the house. The owner has experienced no problems during the <br /> life of the system. <br /> OWNER: Teri Lopez <br /> ADDRESS: 7250 Nelson Rd. <br /> LOCATION: southeast of lot 4. <br /> AGE OF HOME: 9 years <br /> SEPTIC SYSTEM: Yes, utilizing a septic tank with 3-150 ft leechlines that are located on the <br /> south side of the house. The owner has experienced no problems during the <br /> life of the system. <br /> V. GROUND WATER DEPTH AND TESTING <br /> According to the neighbors interviewed,the depth to ground water varied form 200-250 feet <br /> in depth. According to the map of"Lines of Equal Depth to Water in Wells" published spring 1994 <br /> by the San Joaquin County Flood Control and Water Conservation District,the depth to groundwater <br /> at this location is between 120 and 130 feet. <br /> Water was sampled on March 12, 1997 from Galen Meyer's residence well located on lot 7, <br /> west of the proposed development. The sample was tested for the presence of nitrates and <br /> dibromochloropropane (DBCP). Test results indicated that DBCP was non-detected and the level <br /> of nitrates were 4.9 mg/l,which is well below the Maximum Contaminate Level (MCL) of 45 mg/l. <br /> A copy of the test results are included in the Appendix. <br /> VI. SOIL PROFILE AND PERCOLATION TESTS <br /> Six soil profile/test holes were excavated to a depth of 10-17.5 feet near the center of each <br /> of the six lots in order to determine the soil profile in the general area. For approximate location of <br /> the test holes (PT) see the Parcel Map in the Appendix. The soil profile holes were logged by an <br /> engineer and a description of the soils encountered in each hole is contained in the Appendix. <br /> The surface soils consisted of a brown silty stiff clay. The surface soils were underlain by <br /> a cemented layer of sandy silty clay which in tum was underlain by a brown sandy lean clay. A 2- <br /> pERSpi <br /> = W <br /> O � <br /> <�TSpG\ <br />
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