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Day Use and Campground - Geotech

Forecast
State & Local

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The California Department of Parks and Recreation, through its Northern Service Center, is seeking a contractor to perform geotechnical investigations at the George J. Hatfield State Recreation Area in Newman, Merced County. The primary objective of this project is to identify soil conditions to support the planning and completion of improvements and upgrades within the park's Day Use and Campground areas, ultimately enhancing facilities for visitors. This project is classified under NAICS code 541380 and has been granted a categorical exemption under Class 6, Section 15306, as it involves basic data collection and research without significant environmental disturbance. The technical scope of work requires the completion of seven geotechnical borings, ranging from 5 to 7.5 inches in diameter and 5 to 15 feet in depth. These borings must be executed using a truck-mounted drill equipped with solid flight or hollow-stem augers. All borings must be logged according to the Unified Soil Classification System and backfilled with excavated materials upon completion. Monica Aleman, Environmental Coordinator, serves as the primary point of contact for this effort.

General Info

Geotechnical investigations for soil analysis at George J. Hatfield State Recreation Area.

Agency

California Parks and Recreation, Department of

Place of Performance

Kelley Road and River Road, Newman, CA

Set-Aside

NONE

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Timeline

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Organization & Contact Information

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AgencyCalifornia Parks and Recreation, Department of
Contacts1 person available
OfficeN/A
Organization / Agency
California Parks and Recreation, Department of
Office AddressN/A
Contacts
Monica AlemanEnvironmental Coordinator

Full Description

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Conduct geotechnical investigations at George J. Hatfield State Recreation Area to identify soil conditions for completion of improvements and upgrades in the Day Use and Campground areas of the park to provide improved facilities for park visitors. Work will use a truck-mounted drill, equipped with hollow-stem and/or solid flight augers to complete seven (7) geotechnical borings ranging from 5 – 7.5 inches in diameter and 5 to 15-feet deep. Borings will be logged in accordance with the Unified Soil Classification System (UCSC) and back filled with excavated materials.

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