SW4231002_Soils/Geotechnical Report_20231114

Soil Geology
Science
Hydrogeology
Protocol Sampling Service,Inc.
4114 Laurel Ridge Drive "Experts in Environmental Compliance" [e-mail]
Raleigh,North Carolina 27612 Environmentalservicesnc.com
[phone]
August 31,2023
Mr.Joshua A. Crumpler,P.E.
Crumpler Consulting Services,PLLC
2308 Ridge Road
Raleigh,North Carolina 27612
Re: Storm Water Management Soil Investigation
Dollar Tree
5744 Old US Highway 52
Welcome,Davidson County,North Carolina
Protocol Project#23-125
Dear Mr.Crumpler:
The following Soil Investigation is submitted to assist in a site assessment for storm water management
improvements for a proposed Dollar Tree located at 5744 Old US Highway 52 in Welcome,Davidson County,North
Carolina.
SITE HISTORY AND PHYSICAL CHARACTERISTICS
The subject property will be developed as a Dollar Tree store. Residential and commercial development
surrounds the subject property. Protocol Sampling Service, Inc. of Raleigh,North Carolina was hired to perform an
investigation to identify the depth to seasonal high-water table in the proposed dry pond.
SOIL INVESTIGATION
The field survey was conducted on Thursday August 31,2023.One(1)soil boring was advanced in the center
of the proposed dry pond to a depth of 60-inches below land surface (bls)with a hand auger(Site Plan—attached).
Soil color was determined with a Munsell Soil Color Chart. The presence of fill or other disturbances,the depth to the
seasonal high-water table,soil structure and consistence were noted.The boring was also checked for reduced colors,
an anaerobic smell or obvious soil wetness.
FINDINGS-Soil
• The proposed dry pond is located on the southern section of the property and was found to have
an apparent depth(perched)to seasonal high-water table of 45-inches below land surface(bls).
• Saprolite (weathered rock) was encountered at a depth of 24-inches bls in the proposed dry
pond.Ground water was not encountered in the soil boring.
NC Licensed Soil Scientist NC Licensed Well Contractor NC Licensed Geologist Septic Design
Monitor Well Installation Water Well Rehabilitation/Abandonment/Testing Direct Push Technology

The findings presented herein are based on the site conditions observed during performance of the field
survey on August 31,2023.
Please call me at(919)210-6547 if you have any questions or need further assistance.
sou s�
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J v I ' 2628
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David E.Meyer,N.C.L.S.S.
Soil Scientist/President
2

Soil Profile Description
A 0-8 inches: yellowish brown(10YR 5/4) sandy loam; granular structure, very friable
Btl 8-13 inches; light yellowish brown(10YR 5/6) clay; subangular structure, firm
Bt2 13-24 inches; brownish yellow (10YR 6/6) clay; subangular blocky structure; firm
BC 24-30 inches; multi-colored sandy clay loam; massive; firm
Cl 30-48 inches; multi-colored micaceous sandy loam/loam; massive; friable
Soil Series: Vance
Landscape: Piedmont
Landform: uplands
Parent Material: Granite
Drainage Class: Well drained
Particle Size Class: clay
Temperature Regime: thermic
Subgroup Classification: thermic Typic Hapludults
Examination Method: auger boring
Date: August 31, 2023
Weather: 75° and sunny
Investigator: David Meyer
Shwt: 45" (perched)
Measured water table depth: >45"
3

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