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HomeMy WebLinkAboutSW6220504_Soils/Geotechnical Report_20220606 (1)Scott Cole, NCLSS 312 Copples Road Ext Asheboro, NC 27205 (336) 460-4554 Double D Engineering, PLLC Attn: Mr. Lee Humphrey 150 S. Page Street Southern Pines, NC 28387 September 21, 2021 Re: Seasonal High -Water Table Identification: Cameron Village; Hoke County, NC Soil conditions and infiltration rates were evaluated and measured on the above -referenced property within the proposed storm water BMP device. Work was conducted in accordance with Parts A-2 and C-1 of the North Carolina Department of Environmental Quality Stormwater Design Manual. Soil samples were evaluated with a hand auger. SEASONAL HIGH WATER TABLE IDENTIFICATION Seasonal High Water Table depth is determined by field evaluation for soil wetness conditions which are indicated by the presence of redoximorphic (redox) features with a chroma of 2 or less (in Munsell color notation) in mottles or the horizon matrix. Colors of chroma 2 or less due to relic minerals from parent material (underlying rock), anaerobic activity created by placement of fill material, or soil textural class transitions (perched water) are not considered as indicators for seasonal high water. Upon determination of SHWT depth, an additional 6" will be deducted from the observed depth to account for capillary fringe water movement above the SHWT. Stormwater infiltration trenches are designed to ensure the lowest point is at least two feet above the Seasonal High Water Table (SHWT). SATURATED HYDRAULIC CONDUCTIVITY (Kt) Soils within the proposed stormwater BMP devices are typical of those within the McColl Loam series. McColl Loam soils are typically located in shallow oval depressions of uplands with slow permeability. Due to mixed mineralogy soils within the soil profile, infiltration rates were not measured to determine the suitability for installation of stormwater infiltration BMP devices. A summary of observations within the proposed Stormwater BMP Devices are shown in the table below. BMP SHWT SHWT Munsell Color Location # (feet below Elevation Notation round surface 1 14' 242' SY 8/1 2.5Y 7/1 2 12' 248' SY 8/1 2.5Y 7/1 I am pleased to be of service in this matter and can be contacted at your convenience should you have any questions concerning information within this report. Thank you, 6�4z Scott Cole North Carolina Licensed Soil Scientist 0 Tpo-ib 0 Lb lzt o � 61, Test Location #2 (Elevation 260) SHWT* 112' bgs SHwr Elevation: 248' SO, Heavy mixed clay throughout soil profile. Infiltration Rates not measured Ilk It - "I I 1111kL 3.5scl . xe OIR 3A h 2s', Irk, 1w 4P" 4 so, 114 7' skj�25101 n S, s4 st,' -N c/exp s13/4 1;t-HQ t46 P- N ik N& 0 25 \ 1, -, - VA Test Location #1 (Elevation 256') 901L SHWT- 14' bgs SHWT Elevation: 242' Heavy mixed clay throughout soil N KZ/ profile. Infiltration Rates not measured P. 0 -1 inch = 200 feet' /11 -.-\\ W-'- A as \ - / /V Rip ' � ¢•Z� Test Location #2 (Elevation 260') 4e rn gi a f"O' / g �\ SHWT: 12' bgs n ®° �• F, ¢.` SHWT Elevation: 248' CIA- 4 ♦ 4� Heavy mixed clay throughout soil ti profile. Infiltration Rates not measured r \ 3.5sk1 J g& aLP�t ¢alb V� 9 L i► �ii ` `h e� ,l ►09`7. � Q, \ a � 3.5 h 11 *. �4%id` q .4 ■ 'y `tea A 1'�; .'7v. '?' .Q Ufa ` _ ___ ♦ i�w j ` Or..,; A _ CIAOdb 4 `♦�A ■ �� `,�Cf.'a' ♦ `apt` �`� ���� wqP tidy z O % y�yd` } skT Obc/c s • Is 4 s Gexp s13/4 wt t� N , 256T Test Location #1 (Elevation 256') — `/ SOP It v� SHWT: 14' bgs SHWT Elevation: 242' a NKI,A . Heavy mixed clay throughout soil / , f,R� & profile. Infiltration Rates not measured J'``` Cl i 1263 OF G 1 inch = 200 feet, l r \ \� \4g, �Squrce: Esri" Lazar, G'eoEye!EEa ar Geographies, CNES/Airbus DS, USD\