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SR0084655
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4200/4300 - Liquid Waste/Water Well Permits
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SR0084655
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Last modified
3/16/2022 11:55:50 AM
Creation date
3/16/2022 11:34:47 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0084655
PE
4231
STREET_NUMBER
10948
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
20402004
ENTERED_DATE
12/23/2021 12:00:00 AM
SITE_LOCATION
10948 S AIRPORT WAY
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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:r 1 December 16.2002 <br />.Fob Nmnbm LG61-2L3 <br />,coarse sand (No. 255) and the Veritas hue sandy loam (ho. 266). Table 3 presents selected sail <br />F properiies for these soil <br />Table 3. <br />' <br />Selected Soil Properties of tate Surmandiltg Area. <br />r' <br />ttr <br />1 <br />Lr - <br />C. <br />%n Nairne and <br />Depth (m) <br />llnitird Sall <br />Sslialty <br />soil <br />Septic tank <br />Map .y-mboi <br />Chssirkation <br />mxtbvslcra <br />Reactian <br />ahwption <br />pH <br />Grids <br />Homt saad7- <br />0-.21: Sandy-laem_ <br />SM _ <br /><2 .. <br />6.1-7.3 <br />Slight_ <br />basn, 0 to 2% <br />? 1-60: Cause i"y , <br />SM <br /><2 <br />6 0,8 <br />skjses, 175. <br />3onm.sand yloam <br />T• wm loatuy <br />0628.1Aiamy coarse <br />SM <br /><2 <br />6 l -7.8 <br />Severn: <br />COU" sand, 0 <br />scold <br />poor filar. <br />to'2%SIOpas, <br />29-53: LcIMycoane <br />SN <br /><2 <br />255. <br />lard, .loamy sand. <br />53-75: t 6MY Coane, <br />SM <br /><2 <br />.6.6.8.4 <br />saad:, loaany sand, sorsa <br />Vcnw A= <br />0-13: Fine sandy tuam.' <br />SM, SC -Skit <br /><4 <br />74-8.4 <br />Moderate <br />sandy town. a <br />15-54: S.1ndy Inarn, fat <br />S11, SC -Siff <br /><4 <br />7.48.4 <br />flooding. <br />816pt3, <br />sandy team <br />cenmewed pan. <br />266. <br />•54-70- Ccmcntr& <br />;tote: The table dcscnpdow do nM ncti"uaniy reflect site-specific Soil properties.. <br />One f Mont sleep Sail boring was dulled by Nell 0. Ander-son k Assoeiatcs, Inc., <br />utilizng a 4 -inch diameter band auger to characterize the sails'at the proposed location of the <br />septic systeni- Adjacmt to the 16 foot deep auger boring, a 3 foot deep percolation test hole was <br />completed utilizing a 6 -inch diameter post hole digging tool. Generally, the soils cncounteved in <br />the boring was -similar to the soils shown in'Table 3 and the gcologic map shown ort Plate G. <br />i "fable 4 prsFi itthe soil ldg of the 10 -foot boring. <br />t <br />
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