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SU0014091
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2600 - Land Use Program
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PA-0400250
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SU0014091
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Last modified
7/25/2024 11:50:59 AM
Creation date
5/12/2021 2:18:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014091
PE
2656
FACILITY_NAME
PA-0400250
STREET_NUMBER
22469
Direction
S
STREET_NAME
HENRY
STREET_TYPE
RD
City
ESCALON
Zip
95320-
APN
24905017
ENTERED_DATE
4/22/2021 12:00:00 AM
SITE_LOCATION
22469 S HENRY RD
RECEIVED_DATE
10/27/2023 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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i . SETBACKS : No excavation shall take place within twenty- five ( 25 ) feet of any property line or right- <br /> of-way ( nor within the allowed slopes adjacent to said twenty-five ( 25 ) foot setback) , unless the <br /> elevation prior to excavation is more than that of the abutting property , in which case the elevation <br /> within said twenty -five ( 25 ) foot setback shall at no time be less than that of the abutting property , at <br /> the property line . ( Development Title Section 9 - 1415 . 3 [j ] ) <br /> j . SLOPES : The following provisions do not apply to temporary interior cut slopes ( i . e . , working slopes <br /> that do not fall within any of the criteria listed below) . Temporary interior cut slopes shall comply with <br /> the Cal OSHA Code of Regulations and/or the Federal OSHA Code of Regulations , as applicable . <br /> ( Development Title Section 9 - 1415 . 3 [k] ) <br /> ( 1 ) Terracing Required . All slopes over fifty ( 50 ) feet in height shall be terraced with a maximum <br /> vertical distance between terraces of fifty ( 50 ) feet . Each terrace or bench shall be a minimum of <br /> twelve ( 12 ) feet wide . <br /> ( 2 ) Terrace Drainage . Drainage plans with calculations shall be submitted for approval to the <br /> Development Services Division for all terraces as part of the Reclamation Plan . Terraces for <br /> reclaimed final slopes shall be sloped back towards the fill and be designed such that runoff is <br /> directed to collection points where it can enter catch basins and be conveyed via pipes or other <br /> acceptable conveyance to the toe of slope . The spacing of collection points shall be no greater <br /> than 1 , 500 feet . Each reclaimed final slope face that has terracing shall have a minimum of one <br /> ( 1 ) down drain . The method of transporting the water along the flow line of the terrace to the <br /> down drain , so as to prevent erosion and possible slope failure , shall be approved by the <br /> Development Services Division . The method of drainage of terraces for temporary slopes at <br /> setback lines shall be submitted to Development Services Division for approval . <br /> (3 ) Slope Stability Factors of Safety . When required in this Title to provide site -specific geologic and <br /> engineering slope stability analysis , the following minimum slope stability factors of safety shall <br /> apply : <br /> A . A minimum factor of safety of 1 . 5 against static deep seated failure . <br /> B . A minimum factor of safety of 1 . 5 against static surficial failure . <br /> C . A minimum factor of safety of 1 . 1 against seismic failure . <br /> ( 4) Temporary Cut Slopes at Setback Lines . Temporary cut slopes ( i . e . , for limited periods of time , <br /> slopes that are in the process of extraction prior to being backfilled ) at setback lines shall not <br /> exceed one ( 1 ) foot horizontal to one ( 1 ) foot vertical , except that temporary cut slopes at setback <br /> lines to a maximum of one half ( 1 /2 ) of a foot horizontal to one ( 1 ) foot vertical may be maintained <br /> if site - specific geologic and engineering analysis demonstrate through a slope stability analysis <br /> that the proposed temporary cut slopes will have a minimum slope stability factor of safety as <br /> required in Section 9 - 1415 . 3 ( k) ( 4 ) . However , in the event that there are existing structures on <br /> the adjacent property ( or the immediate potential for structures on the adjacent property ) , the <br /> excavation shall at not time be closer to the property line than a line projected on a slope of one <br /> ( 1 ) to one ( 1 ) from the property line to the toe of slope . <br /> ( 5 ) Final Slopes . Final cut and/or fill slopes shall not exceed two (2 ) feet horizontal to one ( 1 ) foot <br /> vertical , except as specified below : <br /> A . Final slopes to a maximum of one and one - half ( 1 1/2) feet horizontal to one ( 1 ) foot vertical <br /> may be maintained when site- specific geologic and engineering analysis demonstrate <br /> through a slope stability analysis that the proposed final slopes will have a minimum slope <br /> stability factor of safety as required in Section 9 - 1415 . 2 ( k) ( 4 ) , while demonstrating suitability <br /> for the proposed end use and protecting against erosion ( by means of revegetation or other <br /> PA- 0400250 — Conditions of Approval 2 <br />
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