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SR0085364_SSNL
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2600 - Land Use Program
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SR0085364_SSNL
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Last modified
7/8/2022 9:36:09 AM
Creation date
7/8/2022 9:24:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085364
PE
2602
FACILITY_NAME
3428 N CHERRYLAND AVE
STREET_NUMBER
3428
Direction
N
STREET_NAME
CHERRYLAND
STREET_TYPE
AVE
City
STOCKTON
Zip
95212
APN
08709048
ENTERED_DATE
6/6/2022 12:00:00 AM
SITE_LOCATION
3428 N CHERRYLAND AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\tsok
Tags
EHD - Public
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TABLE 1 <br />SOIL PROFILE DATA UNDER <br />PROPOSED PARCEL 1 (PI) AND PROPOSED PARCEL 3 (P3) <br />Soil Sample Location <br />Nitrate -Nitrogen <br />Soil <br />Soil Description <br />and Depth <br />Concentration <br />pH/CEC Texture <br />Sample ID: P136" <br />4 ppm <br />8.3/27.7 18% Sand <br />Parcel 1; 36" Depth <br />43% Silt <br />Silty Clay Loam <br />39% Clay <br />Sample ID: P112' <br />4 ppm <br />7.5/19.3 30% Sand <br />Parcel 1; 12' Depth <br />56% Silt <br />Silt Loam <br />48% Clay <br />Sample ID: P123' <br />3 ppm <br />7.4/16.6 34% Sand <br />Parcel 1; 23' Depth <br />51% Silt <br />Silt Loam <br />14% Clay <br />Sample ID: P342" <br />3 ppm <br />7.9/12.2 57% Sand <br />Parcel 3; 42" Depth <br />31% Silt <br />Sandy Loam <br />12% Clay <br />Sample ID: P310' <br />3 ppm <br />8.0/23.4 21% Sand <br />Parcel 3; 10' Depth <br />59% Silt <br />Silt Loam <br />19% Clay <br />Sample ID: P324' <br />3 ppm <br />8.7/18.2 44% Sand <br />Parcel 3; 24' Depth <br />43% Silt <br />Loam <br />13% Clay <br />C. PERCOLATION TEST RESULTS <br />SSS§ 6.2. On May 19, 2022, shallow and deep percolation test borings were drilled using a the <br />referenced truck -mounted Mobile Drill Rig and 4.5 inch O.D. solid stem auger. Percolation test <br />boring locations were determined for each Parcel under the criteria described below. A 100 ft <br />radius line around the perc test location denotes where an OWTS may be installed, per EHD <br />requirements. If an OWTS is proposed to be installed outside of the 100 ft radius from the perc <br />test location, approval may be obtained from a registered civil engineer. <br />Parcel 1 perc test location was dependent upon: 1.) A 200 ft distance from the public well that <br />serves the subdivision to the north; therefore the OWTS must be installed outside of this radius <br />and in the southern portion of this Parcel, as illustrated on the Perc Test Location Map in <br />Appendix D. The domestic well to serve this Parcel can be installed within the referenced radius. <br />Parcel l perc test location was also dependant upon the referenced 200 ft setback, but only in the <br />NWC of this Parcel. The OWTS should be installed also in the southern portion of the Parcel. <br />Parcel 3 perc test location was near the west half of the Parcel, which would place the installation <br />of the OWTS near the back of the property from the proposed Towers Place Road extension. <br />Parcel 4 perc test location was completed near the middle of the Parcel. Therefore, installation of <br />an OWTS outside of the 100 ft radius may require an approval letter. <br />-3- <br />Chesney Consulting <br />
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