3501 County Road 409, Taylor, TX 76574

I. GENERAL SITE INFORMATION

 Gross Acreage: 246.19 Acres

 Site Address:

o County Road 409, Williamson CAD No. R355879 (41.39 Acres)

o 1900 Turner Rd, Williamson CAD No. R019582 (41.52 Acres)

o County Road 409, Williamson CAD No. R355880 (38.96 Acres)

o 3451 County Road 409, Williamson CAD No. R019581 (9.67 Acre)

o 3501 County Road 409, Williamson CAD No. R019491 (1.2 Acres)

o County Road 409, Williamson CAD No. R019490 (0.91 Acres)

o 3451 County Road 409, Williamson CAD No. R019496 (112.54 Acres)

 Current Land Use:

o Rural, unimproved land intended for development

 Zip Code: 76574

o Taylor ISD

 Governing Jurisdiction: City of Taylor, Williamson County

II. INTRODUCTION

The subject property is located at 3501 County Road 409 Taylor, TX, and consists of approximately

246 acres of undeveloped land. The tract is the summation of multiple large tracts between CR 409

and CR 619 for the purpose of the sale. Surrounding development includes agricultural tracts,

residential communities, and commercial sites to the west in central Taylor. The site is divided by

the boundary of the City of Taylor and it’s ETJ. The tract is subject to the development guidelines

of the City of Taylor, as well as Williamson County. See Exhibit 1, Aerial Map, and Exhibit 2, City

Limits Map.

III. LOCATION

The subject site is located just east of central Taylor, and approximately 3.5 miles from the

intersection of TX 95 & US 79. The site is also located approximately 7 miles from the Samsung

Semiconductor Taylor Plant. Additionally, the property is approximately 40 miles from Austin-

Bergstrom International Airport and roughly 38 miles from downtown Austin. See Exhibit 3,

Location Map.

IV. ZONING

Most of the subject property lies within Taylor City Limits and is zoned as rural. The remainder of

the property lies outside the city limits and within the City of Taylor ETJ; therefore, no municipal

zoning applies to this portion of the site.

V. ACCESS AND TRANSPORTATION PLANS

The tract provides approximately 4500 feet of frontage along Turner Rd – the western boundary of

the tract. Turner Rd Ln is a 2-lane undivided roadway which may require improvements to serve the needs of the tract. Future transportation plans also include a proposed Arterial 100 ft. Right-of-

Way dividing the property from east to west, as well as a proposed 120’ Right-of-Way Major Arterial

dividing the property from north to south. See Exhibit 4, Transportation Map.

VI. TOPOGRAPHY

The property has several high points of +/- 604 feet above Mean Sea Level (MSL) and falls northwest

with slopes ranging approximately from 1-3%. See Exhibit 5, Topographic Map.

VII. FLOODPLAIN

The subject property contains approximately 20 acres of FEMA 100-year regulated floodplain as

identified on FEMA FIRM Panels No. 48491C0532F & No. 48491C0534F. See Exhibit 6, FEMA

Floodplain Map.

VIII. ENVIRONMENTAL

A review of publicly available mapping resources, including the USGS National Map Viewer,

indicates the presence of an existing pond on the subject property. The feature is depicted with a

mapped blue line, suggesting a potential surface water connection or drainage feature. At this time,

the regulatory status of the pond and any associated wetlands or drainage features has not been

confirmed. The presence of mapped hydrographic features does not, by itself, establish federal or

state jurisdiction.

A formal Waters of the U.S. (WOTUS) / Jurisdictional Waters Determination by a qualified

environmental consultant, and verification by the U.S. Army Corps of Engineers (USACE) and/or

applicable state regulatory agency, will be required to determine whether the pond and any

adjacent wetlands or conveyances are subject to federal and/or state jurisdiction. If the feature is

determined to be jurisdictional, impacts associated with site development may require permitting

under Section 404 of the Clean Water Act and applicable state regulations. Such permitting could

affect site layout, grading limits, stormwater design, and project schedule. Buffer requirements and

mitigation obligations may also apply. It is recommended that jurisdictional delineation and

agency confirmation be completed early in the design process to assess potential development

constraints and permitting requirements. See Exhibit 7, U.S.G.S. Topographic Map.

IX. STORM DRAINAGE AND DETENTION

With the development of this project, the applicant will be required to intercept, convey, and detain

the stormwater to mitigate any increases in impervious cover created, unless a peak-on-peak

stormwater analysis can be proved up to avoid the detention requirement.

Stormwater runoff from the subject property drains north and ultimately into Turkey Creek. All

structures are to be designed to safely convey the 25-year and 100-year flood event. Culvert

headwater elevations must not exceed the minimum road surface elevation. Open channels must

be designed in accordance with Williamson County criteria. All headwalls, wing walls, ditch checks,

inlets, and other drainage structures must be designed and constructed to Williamson County and

standards within dedicated easements. The current data on the soil of the area has the soil type D

– Burleson Clay & type C – Krum Silty Clay complex.

X. WATER

The subject property is within the City of Taylor Certificate of Convenience and Necessity (CCN) for

water service. The City of Taylor has an existing 12-inch water line connecting the city’s

infrastructure to the southmost corner of the property. Prior to connecting to City of Taylor water

lines, an application, and fee for an engineering feasibility study will be required to determine if the

system has the capacity and what infrastructure upgrades may be required to serve the site. If there

is existing capacity, then the owner or developer will be required to sign a contract with the City of

Taylor and provide the necessary utility easement dedication. See Exhibit 8, Existing Water

Conditions Map.

XI. WASTEWATER

A large portion of the subject property is located within the City of Taylor Sewer Certificate of

Convenience and Necessity (CCN) service area, with the remaining portion not belonging to any

CCN. The City of Taylor has existing sewer lines to the south and west of the property that may be

able to serve the property. See Exhibit 9, Existing Sewer Conditions Map.

XII. DRY UTILITIES

The subject property is within the ONCOR Electric Delivery Company area for electric and Atmos

Gas service area for gas. There is an existing overhead electric line approximately a mile west of the

property. A predevelopment meeting with ONCOR and Atmos will be needed to determine the

infrastructure upgrades required to serve the tract.