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SU0015931
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WHISKEY SLOUGH
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3401
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2600 - Land Use Program
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PA-2300247
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SU0015931
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Entry Properties
Last modified
7/23/2024 11:11:46 AM
Creation date
1/19/2024 11:26:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0015931
PE
2664
FACILITY_NAME
PA-2300247
STREET_NUMBER
3401
Direction
S
STREET_NAME
WHISKEY SLOUGH
STREET_TYPE
RD
City
STOCKTON
Zip
95206-
APN
13108013
ENTERED_DATE
11/20/2023 12:00:00 AM
SITE_LOCATION
3401 S WHISKEY SLOUGH RD
RECEIVED_DATE
1/18/2024 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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floodproofing , and with this comes impossibilities due to limitations with current dry <br /> floodproofing procedures . With the current design of the building ' s access openings , <br /> flood doors and impermeable panels cannot be installed as they are not large enough <br /> and impractical in application . Implementing rubber seals along the sliding doors is <br /> another option but again fails to meet the specifications of this situation due to size and <br /> practicality . <br /> The facility has already been constructed , with all necessary approvals , and resolving <br /> this potential violation , as identified by FEMA , by physical means would place an <br /> exceptional hardship on the applicant , requiring redesign and reconstruction of the large <br /> facility . The facility would be unusable while the modifications are constructed . Approval <br /> of the variance would be the minimum resolution necessary because of the current wet <br /> floodproofing , and avoid potential hardships imposed on the applicant if the variance is <br /> denied . <br /> The flood variance will not result in increased flood heights , additional threats to <br /> public safety , extraordinary public expense , create nuisances , cause fraud or <br /> victimization of the public , or conflict with existing local laws or ordinances . <br /> The boat storage facility is located in a wide , expansive floodplain with little or no flow <br /> velocity during possible flood events ; and no increase in flood heights resulting from the <br /> construction of the facility . It is anticipated the facility will generate little or no debris , <br /> and no hazardous materials are stored on site to contaminate floodwaters , creating no <br /> additional threat to public safety . Flooding in this area generally develops over days <br /> and weeks , allowing adequate warning time for employees and customers to self- <br /> evacuate prior to flooding via nearby Highway 4 , reducing the need for expensive <br /> rescues at the public ' s expense . The facility has been constructed following acceptable <br /> wet-floodproofing practices to minimize potential flood damages , which in turn reduces <br /> repair costs , insurance claims , and requests for disaster relief aid . The facility complies <br /> with all existing local codes and ordinances . <br /> The flood variance is the minimum necessary , considering the , flood hazard , to <br /> afford relief . <br /> This application seeks only to vary from the lowest floor elevation requirement of <br /> Development Title section 9 . 1605 . 12 ( a ) . The facility has been constructed following <br /> acceptable wet4loodproofing practices ; flood resistant materials have been used below <br /> the base flood elevation in accordance with 9 . 1605 . 11 ( a ) , the structure is vented in <br /> accordance with 9 - 1605 . 12 (d ) , and all utilities and service equipment have been <br /> elevated a minimum of one foot above the base flood elevation in accordance with 9 - <br /> 1605 . 11 ( c) . <br />
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