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SU0002715
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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10200
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2600 - Land Use Program
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SA-98-74
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SU0002715
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Last modified
11/19/2024 1:58:45 PM
Creation date
9/8/2019 12:48:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002715
PE
2633
FACILITY_NAME
SA-98-74
STREET_NUMBER
10200
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
10200 N HWY 99
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\10200\SA-98-74\SU0002715\CORRESPOND.PDF
Tags
EHD - Public
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For Discharae to Leveed Channels <br /> The proposed discharge, in combination with the existing <br /> runoff, will not cause water levels to encroach into the <br /> minimum freeboard space specified by the Federal Emergency <br /> Management Agency (FEMA) regulations . For channels that are <br /> designed to pass floods larger than the FEMA 100-year base <br /> flood, the proposed new discharge will not cause encroachment <br /> into the design freeboard. <br /> OR <br /> The proposed discharge to a leveed channel will not raise the <br /> existing maximum water surface elevation resulting from <br /> existing discharges and natural flows at any point in ,stream. <br /> For Discharae to Unleveed Channels <br /> if an unleveed channel is not capable of conveying the maximum <br /> 100-year peak discharge with one foot of freeboard, when <br /> considering the development that is anticipated to exist in <br /> the year 2010, the proposed discharge will not increase the <br /> peak discharge in the channel. <br /> if an unleveed c-annel is capable of conveying the maximum <br /> 100-year peak discharge with one foot of freebcard, when <br /> consicering the development that is anticipated to exist in <br /> the year 2010, the proposed discharge can be added to the <br /> channel provided that the one foot of freeboard is maintained. <br /> Hydraulic analyses shall demonstrate through the use of hydrologic <br /> and hydraulic analyses used in the development of the Community <br /> Flood insurance Studies, that all property, both downstream and <br /> upstream o` the discharge, will not be subject to a higher flood <br /> level as a result of the proposed drainaae. <br /> c: Cl�C?C <br />
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