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HomeMy WebLinkAboutSW6191001_Soils Report_20191028HAL OWEN & ASSOCIATES, INC. SOIL & ENVIRONMENTAL SCIENTISTS P.O. Box 400, Lillington, NC 27546-0400 Phone (910) 893-8743 / Fax (910) 893-3594 www.halowensoil.com 26 August 2019 Jonathan Weathers Yard Storage Inc. 1570 Wade Stephenson Rd Holly Springs, NC 27540 Reference: Soil Scientist Investigation Preliminary Site Plan for Howard Roy Weathers Dear Mr. Weathers, A site investigation has been conducted for the above referenced property, located on the eastern side of Wade Stephenson Road (SR 1407), Buckhorn Township, Harnett County, North Carolina. The purpose of this investigation was to provide a general characterization of the soils in the area proposed for a stormwater infiltration device, including a determination of the depth to evidence of a seasonal high water table and estimation of the permeability of the various soil layers. In -situ hydraulic conductivity testing was not conducted. All soil characteristics were described in accordance with the USDA Field Book for Describing and Sampling Soils. This report represents my professional opinion as a Licensed Soil Scientist. A hand -powered auger boring was advanced in the area proposed for the infiltration device (Figure 1) to a depth of 204 inches below ground surface. Soil morphological characteristics indicating a seasonal high water table (SHWT) were not observed within 204 inches below surface. Infiltration rates (permeability) range from 0.2 in/hr in the clay layer between 22 and 55 inches to as high as 2 in/hr in the loamy sand textured soils observed between 1 and 10 inches below surface. As you can see, the permeability slowed below 156 inches below ground surface because the materials were more compact and firm. A soil profile description was collected at location 91 and is attached to this report. I appreciate the opportunity to provide this service and trust that you will feel free to call on me again in the future. If you have any questions or need additional information, please contact me at your convenience. Sincerely AWAI__r� Hal Owen Licensed Soil Scientist HAL OWEN & ASSOCIATES, INC. / Soil Scientist Investigation \ JIMMY R. CARROLL GLYNDA D. CARROLL / \ Preliminary Site Site Plan for Howard Roy Weathers D.B2558. PG564 26 August 7 063-22P PINff 5677.OD0 G/ \ \ 17 ZONING: RA / PRESENT USE: TIMBER / Figure 1 / 5 — x, �d� a.e� / �¢�p�e ��✓ MIHR. MILLER MICHELLELE T. MILLER 3' 'fR \ B�RNN16\ D.B.669, PG.275 EMBARQ - COMMUNICATION\ / ♦5 / ` / PC§O, SLIDE 141A SYSTEM EASEMENT / - v \ ~� PIN# 0636-11-9779.000 D.B.2656, PG.597 .\ . y . . �. �� . o � ZONING- RA-3C \ / •\ p \ /\ b PRESENT USE; RESIUENTIA / PROPOSED BC Y , . .. ...... /!'*.'. Soil Profile #1 A .... ............... V DITRI �7tit, � � .,,o,em . 1 I « FARM LQT P I 2.�L1 .ACRES . . 1 o O . -, . . . . . . . . 4 ` ry 1 yi • / JOHN J. TRUELOVE I I 111 •R 1 /, / NANCY J. TRUELOVE • • j O.B.703, PC.721 PIN Q 0636-1 1 -8572.000 / ZONING: AA-30 . . . . . . / / i PRESENT USE: RESIDENTIAL ... ... '.... j w �• / • .�. . . . . . . I _ j .. j fi f I .. . ORWEL .Tar / • . • ... • • • . • . • . 0. TRUELOVE NAND Y' + / / NANCY J. TRUELOVE i PINS 0636-11-8411.000 I / ZONING: RA-30 •� y / PRESENT USE: RESIDENTIAL \ � BfIFFER Aso CIS\ Soil Science Investigations Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. SOIL PROFILE DESCRIPTIONS FOR STORMWATER MANAGEMENT DEVICES PROJECT NAME: Howard Roy Weathers PROPOSED FACILITY: Storage LOCATION OF SITE: Eastern side of Wade Stephenson Road COUNTY: Harnett EVALUATED BY: Hal Owen, NC Licensed Soil Scientist DATE EVALUATED: 9 August 2019 EVALUATION METHOD: Auger Boring ®, Pit ❑ PROFILE: 1 HORIZON DEPTH ( MATRIX MOTTLES TEXTURE STRUCTURE CONSIS- TENCE PERMEABIL ITY (IN/HR) NOTES A 0-4 10YR 3/2 SL GR VFR 2 E 4-10 10YR 6/3 SL 1 SBK FR 2 Btl 10-22 10YR 5/6 5YR 4/6 c3D 1 OYR 6/7 f2F C 2 SBK FI 0.3 13t2 22-37 10YR 5/6 5YR 4/6 m3D 1 OYR 6/7 m2D C 1 SBK VFI 0.2 130 37-55 5YR 4/6 7.5YR 8/1 f1D C 1 SBK VFI 0.2 13t4 55-80 2.5YR 4/6 7.5 YR 8/1 m2P CL 1 SBK FR 0.4 Cl 80-112 2.5YR5/8 7.5YR 8/1 f1D L 0 M VFR 0.6 C2 112-156 7.5YR 8/1 5YR 6/8 m2P L 0 M FR 0.6 C3 156-204 variegated L 0 M FI 0.4 AWT >204" SHWT >204" SLWT SLOPE 6% DRAINAGE Well Drained SOIL SERIES Cecil VEGETATION Mixed Hardwood Pine COMMENTS: Soil Science Investigations * Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. LEGEND OF ABBREVIATIONS FOR SOIL PROFILE DESCRIPTIONS TEXTURE MOIST CONSISTENCE S - Sand L - Loose LS - Loamy Sand VFR - Very Friable SL - Sandy Loam FR - Friable L - Loam FI - Firm SCL - Sandy Clay Loam VFI - Very Firm CL - Clay Loam EFI - Extremely Firm SiL - Silt Loam Si - Silt SiCL- Silt Clay Loam SC - Sandy Clay AWT — Apparent Water Table C - Clay SHWT — Seasonal High Water Table SiC - Silty Clay SLWT — Seasonal Low Water Table O - Organic MOTTLES f — few 1 - fine F - Faint c — common 2 - medium D - Distinct in — many 3 - coarse P - Prominent STRUCTURE 0 - structureless VF -very fine G - Single Grain 1 - weak F - fine M - Massive 2 - moderate M - medium CR - Crumb 3 - strong C - coarse GR - Granular VC - very coarse SBK - Subangular Blocky ABK -Angular Blocky PL - Platy PR - Prismatic Soil Science Investigations * Wetland Delineations, Permitting, and Consulting