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4200/4300 - Liquid Waste/Water Well Permits
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WP0042268
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Last modified
8/5/2021 4:02:24 PM
Creation date
8/5/2021 3:15:02 PM
Metadata
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
WP0042268
PE
4372
STREET_NUMBER
1601
Direction
S
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95337-
APN
22402147
ENTERED_DATE
7/9/2021 12:00:00 AM
SITE_LOCATION
1601 S MAIN ST
P_LOCATION
01
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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GEOTECHNICAL ENGINEERING SERVICES PROPOSAL(Soils Report) <br /> Geotechnical Investigation—New Apartment Buildings, Pool,and Community Center <br /> S. Main Street&W.Atherton Drive <br /> Manteca,California 95337 <br /> July 7,2021 Page 3 <br /> ■ If suitable - shallow foundations recommendations including allowable bearing values and <br /> recommended depth of footing below exterior grade; <br /> ■ If shallow foundations not suitable-mat foundation recommendations including design data; <br /> ■ Estimate of expected settlement of columns and foundation walls; <br /> ■ Lateral Resistance and Soil friction; <br /> ■ Ground Improvement Recommendations—if soil conditions warrant; <br /> ■ Retaining Walls design recommendations(including foundations,drainage,etc.)and Lateral earth <br /> pressure(passive, active, at rest); <br /> ■ Level of site preparation required; <br /> ■ A suggested specification for engineered fill that is available in the area; <br /> ■ If expansive soil is present,analyze any special design requirements; <br /> ■ Analyze and recommend aggregate base course required under either the floor slab or exterior <br /> concrete paving; <br /> ■ Floor slab-on-grade design including Modulus of Subgrade Reaction "k" (kg/m^3 1 pci); <br /> ■ Data for pavement including pavement section thicknesses (PCC,ACC); <br /> ■ Analyze the possibility of using on-site material for engineered fill; <br /> ■ Provide seismic site coefficients and near source data for analysis to current Building Code for <br /> project location and jurisdiction or governing building authority; <br /> • Site response analysis and/or ground motions hazard analysis in accordance to ASCE 7-16 unless <br /> otherwise exempted by code; <br /> • Discussion on seismic liquefaction, dynamic densification,fault ground rupture and fault creep. If <br /> conditions warrant—liquefaction analysis will be performed; <br /> Schedule: CTE proposes completion and delivery of the Geotechnical Exploration report within <br /> approximately 4-7 weeks from date of initial site visit. In situations where information is needed prior to <br /> submittal of our report, we can provide verbal information or recommendations for specific project <br /> requirements after we have completed our field and laboratory programs. <br /> COMPENSATION <br /> For the scope of services described above our fee will be an estimated Not to Exceed of$5,330.00(50% <br /> Deposit Required Prior to Drilling.The estimated cost and time involved are based on the anticipated soil <br /> conditions, knowledge of the proposed development, and the scope of services. An approximate <br /> breakdown of costs is presented below: <br /> Field Investigation/Drilling----------------------------------------------------------------------------------------$2,160.00 <br /> The field Investigation will consist of processing for and obtaining the San Joaquin County boring permit; <br /> performing a site reconnaissance; excavation and logging of boring holes and obtaining representative <br /> soil samples for laboratory analysis. An experienced geologist or soils engineer will oversee all field <br /> investigation activities.The borings will be backfilled with an annular sealing material as required by San <br /> Joaquin County. It is CTE's belief the proposed number of borings and boring depths will meet the <br /> requirements of the California building code for the design and construction of the proposed project. <br /> 05L_ <br />
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