4029 W Georgine St & 1225 N West St - Plan (2)

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INTRODUCTION Priority Engineering has conducted a site inspection, made a physical test of or the following report of Geotechnical Investigation for the residential property 1 St Santa Ana CA 92703. The investigation was made to provide site evaluation proposed new accessory dwelling unit (ADU) to be constructed on the site. SITE DESCRIPTION The site, Assessor Parcel 198-021-01. Latitude 33.755885 Longitude-117.924064 CITY OF SANTA ANA Planning and Building Agency 1225 N West St Saner 92703 Approved FOR PERMIT ISSUANCE soils and prepared d at 15 N West esien ata for a The property is situated on an 8,258-square-foot, rectangular -shaped corner lot. The home, built in 1957, offers approximately 1,142 square feet of living space, consisting of 3 bedrooms, 2 full bathrooms, and an attached garage. The north and south property boundaries are 70 feet in length, while the west and east boundaries measure 118 feet. The rear yard is enclosed by a perimeter block wall. Surrounding houses are composed of single family, wood framed, residential structures on similar size lots. SCOPE OF WORK Our scope of work consists of field and laboratory programs to evaluate the physical and engineering properties of the onsite soils. Description of the exploration and laboratory programs are presented below. EXPLORATION AND FIELD INVESTIGATION PROGRAMS On September 25, 2024, a field exploration was performed, which consisted of 2 borings, in the approximate location of the proposed new two story multi -unit and ADU. Hole # 1 was drilled to a depth of 10 ft. Equipment used was a hand operated power auger with extensions. Moisture tests taken at 50" was 12.4% and at 71" was 11.9%. Ring samples taken at 1 Oft and bulk sample taken at 5 ft. for laboratory testing. The soil encountered was brownish gray silty sand. The description of the subsurface soil and the depth of boring #1 are shown in Boring Log C1. Hole #2 was drilled to a depth of 5ft. Equipment used was a hand operated power auger with extensions. Moisture tests taken at 20" was 13.1% and at 41" was 10.9%. Ring samples taken at 5 ft and bulk sample taken at 3 ft. for laboratory testing. The soil encountered was brownish gray silty sand. The description of the subsurface soil and the depth of boring #2 are shown in Boring Log C2.