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SU0009185
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SU0009185
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Last modified
5/7/2020 11:33:52 AM
Creation date
9/6/2019 11:03:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0009185
PE
2631
FACILITY_NAME
PA-1200088
STREET_NUMBER
2985
Direction
E
STREET_NAME
LOOMIS
STREET_TYPE
RD
City
STOCKTON
APN
17911023
ENTERED_DATE
5/14/2012 12:00:00 AM
SITE_LOCATION
2985 E LOOMIS RD
RECEIVED_DATE
5/14/2012 12:00:00 AM
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LOOMIS\2985\PA-1200088\SU0009185\APPL.PDF \MIGRATIONS\L\LOOMIS\2985\PA-1200088\SU0009185\CDD OK.PDF \MIGRATIONS\L\LOOMIS\2985\PA-1200088\SU0009185\EH COND.PDF \MIGRATIONS\L\LOOMIS\2985\PA-1200088\SU0009185\EH PERM.PDF
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EHD - Public
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Corinne E. King -2- <br /> Community Development Department <br /> PA-1200088 (SA) <br /> 3. The Water Supply Facilities Impact Mitigation Fee shall be required for this development. The fee is due and <br /> payable prior to issuance of the building permit. The fee shall be automatically increased on January 1 of each <br /> year through the year 2015 at the rate of 4.55 percent. The fee will be based on the current schedule at the time <br /> of payment. (Development Title Section 9-818.4 and Resolutions R-91-327, R-94-185 and R-97-5) <br /> 4. A copy of the Final Site Plan shall be submitted prior to release of building permit. <br /> 5. Verification shall be obtained from the Solid Waste Division(468-3066)that this development has met the <br /> requirements of the Waste Plan Format for Development Projects. Final Site Plan is required upon submittal <br /> of verification. <br /> 6. The developer shall meet the requirements of San Joaquin County Development Standards to prevent the <br /> increased runoff release rate of storm water from discharging onto other properties and to prevent offsite <br /> sediment transport. A hydrologic analysis prepared by a registered civil engineer shall be submitted for <br /> review and approval.The analysis shall demonstrate the runoff from the proposed development will be <br /> detained such that it will not exceed the existing runoff. A fee to review the analysis shall be required. If the <br /> proposed design utilizes detention basins,they shall be fenced with six(6)foot high chain link fence or equal <br /> when the maximum design depth is 18 inches or more. If applicable,detention capacity calculations shall be <br /> submitted for review and approval prior to release of building permit for the project. (Development Title <br /> Section 9-1135) <br /> 7. The proposed project disturbs less than one(1)acre of ground and is not part of a larger plan of common <br /> development. The construction phase of the proposed project shall follow best management practices as may <br /> be appropriate to minimize the discharge and transport of pollutants per Title 5-Division 10(Storm Water <br /> Management and Discharge Control)of the Ordinance Code of San Joaquin County <br /> Informational Notes: <br /> (i.) All future building permits for projects located within a Special Flood Hazard Area at the time of permit <br /> issuance shall meet the San Joaquin County flood hazard reduction requirements(Title 9,Chapter 9-1605) <br /> and all requirements of the State of California(CCR Title 23)that are in force at the time of permit issuance. <br /> As an example,these requirements may include raising the finish floor elevation one foot above the expected <br /> flood level and/or using flood resistant materials. <br /> AC:DS <br /> Ilsjpwgov.orglshares0ServrceslOPubSe"lCOhm7ENTS\SATYR 20121PA-12000881PA-1200088.doc <br />
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