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89-180
EnvironmentalHealth
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EIGHT MILE
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4200/4300 - Liquid Waste/Water Well Permits
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89-180
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Last modified
12/24/2019 10:10:15 PM
Creation date
12/4/2017 11:47:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
89-180
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
RECEIVED_DATE
01/26/1989
P_LOCATION
GREENBRIOR DEV CO
Supplemental fields
FilePath
\MIGRATIONS\E\EIGHT MILE\0\89-180.PDF
QuestysFileName
89-180
QuestysRecordID
1723242
QuestysRecordType
12
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EHD - Public
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Yf j P <br /> -13-- 2P2/386/61-1 <br /> 7 . Subsidence The risk of regional subsidence is considered i <br /> remote owing to the absence of natural gas fields or a substantial <br /> depth of organic soils. <br /> 8 . Erosion -- The site is relatively flat and the potential for <br /> .' erosion due to surface flow is primarily limited to areas disrupted <br /> by grading during construction which can be mitigated by good is <br /> construction practices and establishing ground cover and land- ' <br /> scaping on finished surfaces. Erosion due to wave action can be <br /> mitigated by active maintenance and installation of slope protectionil <br /> i <br /> where appropriate - <br /> 9. Flooding/Levee Protection -- Existing levees have performed <br /> adequately in protecting agricultural land. Potential defects <br /> yffor proposed Y:igher level of service include: inadequate height, <br /> ^marginally stab le slopes, local erosion, rodent burrows, local poor <br /> fill foundation conditions. Potential soils defects in levees can <br /> IY <br /> F <br /> be identified through systematic study. Based on the soils data <br /> available , re=-edicl or re-construction work required is achievable <br /> r. <br /> with convent ional design/construction methods. <br /> Impacts of No Project Alternative <br /> If the project is not constructed , the geologic/soils condi- <br /> If adjacent sites <br /> Sons are expeted to remain much as they are. <br /> c <br /> - T> <br />
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