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WP0042259
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4200/4300 - Liquid Waste/Water Well Permits
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WP0042259
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Last modified
7/28/2021 2:52:54 PM
Creation date
7/28/2021 2:40:18 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
WP0042259
PE
4372
STREET_NUMBER
14300
Direction
N
STREET_NAME
DE VRIES
STREET_TYPE
RD
City
LODI
Zip
95242-
APN
05524005
ENTERED_DATE
7/8/2021 12:00:00 AM
SITE_LOCATION
14300 N DE VRIES RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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GEOTECHNICAL ENGINEERING SERVICES PROPOSAL (Soils Report) <br />Geotechnical Report — Single Story Residence & Detached Garage <br />14300 Devries Road <br />Lodi, California 95242 <br />June 28, 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 - 8 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 $4,336.00 (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 ---------------------------------------------------------------------------------------- $1,476.00 <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 2 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 per county requirements. It is CTE's belief the <br />proposed number of borings and boring depths will meet the requirements of the California building code <br />for the design and construction of the proposed project. <br />
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