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SU0002321
Environmental Health - Public
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EHD Program Facility Records by Street Name
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PELTIER
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1991
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2600 - Land Use Program
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UP-93-15
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SU0002321
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Entry Properties
Last modified
5/7/2020 11:29:11 AM
Creation date
9/8/2019 12:41:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002321
PE
2626
FACILITY_NAME
UP-93-15
STREET_NUMBER
1991
Direction
E
STREET_NAME
PELTIER
STREET_TYPE
RD
City
ACAMPO
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
1991 E PELTIER RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\P\PELTIER\1991\UP-93-15\SU0002321\APPL.PDF \MIGRATIONS\P\PELTIER\1991\UP-93-15\SU0002321\CDD OK.PDF \MIGRATIONS\P\PELTIER\1991\UP-93-15\SU0002321\EH COND.PDF
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EHD - Public
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OUBB I DOE HENRY J. WRIGHT <br /> Fire Chief <br /> RURAL FIRE PROTECTION DISTRICT <br /> 400 EAST AUGUSTA STREET <br /> TELEPHONE (209) 369.1945 <br /> POST OFFICE BOX 186 i <br /> WOODBRIDGE, CA 95258 <br /> i <br /> NOV8 1993 <br /> November 5, 1993 UONIMUNI I Y s.LVLLVf,,,"„ u�r <br /> PLANNING DIVISION <br /> Richard Larrouy <br /> San Joaquin County Planning <br /> 1801 E . Hazelton <br /> Stockton, CA 95205 <br /> RE : UP-93-15 <br /> This department has reviewed UP-93-15 and is opposed to the <br /> development of a labor camp in this location for the following <br /> reasons . <br /> 1 . Traffic <br /> This is a major intersection at Lower Sacramento Road and Peltier <br /> Road . Both roads are major thoroughfares handling large volumes <br /> i of traffic twice daily . Both roads are also high speed roads <br /> utilizing both automobiles and large trucks . <br /> This intersection has been the scene of numerous accidents . The <br /> preplan drawing shows a single drive opening out on both Lower <br /> Sacramento Rd. and Peltier Rd. which will greatly increase the <br /> likelihood of more accidents . <br /> A 105 unit subdivision will greatly increase the traffic flow at <br /> this intersection . <br /> 2 . Water <br /> The area is without a community water system and will require a <br /> fire flow of 1500 gallons per minute for a duration of two hours <br /> i minimum. Residual water pressure of 20 psi is required during <br /> flow. <br /> A power backup generator shall be installed to handle the water <br /> system in case of a f <br /> Y power outage . <br /> 3 . Water Mains <br /> Minimum size of mains shall be 8" . The system shall be installed <br /> so that a single break in any feature of the supply works will not <br /> prevent delivery of maximum daily consumption plus standard fire <br /> flows . Sufficient valves shall be provided so that no single <br /> accident breakage or repairs will necessitate shutting down a <br />
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