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SU0014674
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2600 - Land Use Program
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SU-00-03
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SU0014674
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Entry Properties
Last modified
12/16/2022 4:34:36 PM
Creation date
6/16/2022 3:22:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014674
PE
2600
FACILITY_NAME
SU-00-03
STREET_NUMBER
20043
STREET_NAME
MOUNTAIN HOUSE
STREET_TYPE
PKWY
City
TRACY
APN
20908020
ENTERED_DATE
12/21/2021 12:00:00 AM
SITE_LOCATION
20043 MOUNTAIN HOUSE PKWY
QC Status
Approved
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EHD - Public
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MOUNTAIN HOUSE <br /> MASTER PLAN CONSISTENCY FINDINGS <br /> Project Action or <br /> Consis- Conditions o <br /> Section tency •Approval <br /> 1 Heading# Title Text Y/N/NA Finding of Fact/Analysis and Evidence of Compliance (COA) <br /> Policy relates to ultimate detention basins <br /> PRIMARY contemplated in the build-out permanent storm water <br /> STORM Inlet Structures. The inlet structure of detention ponds system. Does not apply to the interm facility <br /> DRAIN shall be designed and constructed to reduce the proposed for Neighborhood F. CVRWQCB policies <br /> COLLECTION velocity of the incoming water to levels that minimize for the intyerim basin are required for the design of the COA-4,37, <br /> 1366 15.4.I.a SYSTEM erosion. N/A facility. 96 <br /> Inflow Channels. The inflow channel for a dry <br /> detention basin shall be designed and constructed to Policy relates to ultimate detention basins <br /> PRIMARY prevent erosion,which may include but not be limited contemplated in the build-out permanent storm water <br /> STORM to a concrete low-flow channel or riprap. The inflow system. Does not apply to the interm facility <br /> DRAIN channel shall continue to the outlet of a dry detention proposed for Neighborhood F. CVRWQCB policies <br /> COLLECTION basin or to the edge of a lower stage of the basin which for the intyerim basin are required for the design of the COA-4,37, <br /> 1367 15.4.I.b SYSTEM is always submerged. N/A facility. 96 <br /> PRIMARY <br /> STORM Detention Pond Location. The preliminary locations The CSD adopted Neighborhood F Storm Water <br /> DRAIN and capacities of detention ponds within each Specific Y,as Report includes provisions for the location of the <br /> COLLECTION Plan I Area shall be approved by the MHCSD prior to condition interim water quality basin,necessary to serve COA-4,37, <br /> 1368 15.4.1.c SYSTEM approval of the first Final Map for the area. ed Neighborhood F. 96 <br /> PRIMARY <br /> STORM <br /> DRAIN <br /> COLLECTION Terminal Discharge. Terminal discharge may occur The CSd adopted Neighborhood F Storm Water COA-4, <br /> 1369 15.4.1.d SYSTEM by either gravity flow and/or pumped flow. Y Report, including provisions for terminal discharge. 96 <br /> Will Serve Letter. Prior to submittal of any <br /> development permit,a will serve letter for storm <br /> PRIMARY drainage and flood control will be obtained from the <br /> STORM MHCSD. The MHCSD will condition the will serve <br /> DRAIN letter to require the construction of necessary drainage <br /> COLLECTION facilities prior to occupancy of any structure or facility See will serve letter submitted with the application <br /> 1370 15.41c SYSTEM within the proposed development. Y from the CSD dated October 15, 1999. None. <br /> 10/03/2000 MHMP.CHECKLIST-928 Page296 <br />
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