SW4240401_Soils/Geotechnical Report_20240424 (2)

•
iN II in ENGINEERING
BUNNELL-LAMMONS ENGINEERING,INC.
30 Park Ridge Drive Phone [phone]
Fletcher,North Carolina 28732 Fax [phone]
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To: Vannoy Construction Date: April 11,2024
1500 Ridgefield Blvd
Asheville Project Number: J24-15523-04
NC 28759
Project Name: Blackwell Hall Additions
SHWT Assessment
Attention: Mr.Hunter Barnett
Attached is the Following:
1 Wilcox&Mabe Solutions,PLLC Project No.23-08 Phase 3 Report dated April 11,2024
Cohn 0 oherty . ., 'ect Manager

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willcox&mabe
SOIL SOLUTIONS
April 11,2024
Bunnell-Lammons Engineering
30 Park Ridge Drive
Fletcher,North Carolina 28732
Attention: Mr. Colm O'Doherty,P.E.
Transmitted by e-mail: [e-mail]
Reference: Stormwater Control Measures (SCM)Soil Testing
Seasonal High Water Table (SHWT)Evaluation
Proposed SCM
Mars Hill University—Madison County,N.C.
Willcox&Mabe Soil Solutions,PLLC Project No. 23-08;Phase: 03
Dear Mr.O'Doherty:
Willcox&Mabe Soil Solutions,PLLC(WMSS)has conducted Stormwater Control
Measures(SCM)Soil Testing in accordance with Bunnell Lammons Engineering(BLE)
Subcontract Agreement dated April 3,2024 and WMSS Subcontract Work Authorization
01-24 dated April 3,2024. The SCM Soil Testing was performed to provide information
for technical assistance with the design of a proposed SCM. A soil scientist investigation
was conducted to evaluate the soil properties at one(1)location being considered for a
possible SCM,to determine suitability for stormwater management systems. The soil
scientist investigation was conducted to evaluate: seasonal high water table(SHWT)
elevations below existing ground surface. A"Site Plan”was provided to WMSS by BLE
that identified relative site features and potential location for the proposed SCM.
PROJECT BACKGROUND
The area evaluated was located within the area associated with the planned SCM. The
SCM is planned in conjunction with proposed site improvements associated with the Mars
Hill University site in Madison County,North Carolina(N.C.). The site is located at 120
Cascade Street in Mars Hill,N.C. (Figure 1). The proposed SCM, boring location SHWT-
1,is located in an existing open area within the proposed development site (Figure 2).
Use of on-site stormwater management systems, is being considered to comply with
stormwater management requirements. The use of stormwater SCM's is subject to the
suitability of site soils and regulatory approval. Regulatory guidance on requirements for
permitting of stormwater SCM's is provided in the North Carolina Department of
Environmental Quality(NCDEQ),Division of Energy,Mineral and Land Resources
(DEMLR).—Stormwater Design Manual(NCDEQ-DEMLR-SDM), (Revised,2017).
UU+Ilcox&Mabe Soil Solutions,PLLC/7231 B Summerfield Road I Summerfield,NC 27358 I Rob 336.339.9128 or
Martin 336.312.1396/www.willcoxmabesoil.com

SHWT Evaluation WMSS Project No.23-08; Phase: 03
Mars Hill University April 11,2024
The NCDEQ-DEMLR-SDM requires that the SHWT shall be taken into consideration for
the design of most SCM's.
WMSS conducted an evaluation of the soils through the review of a hand auger boring,
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within the area identified on a base map provided by BLE,and located in the field by
Vannoy Construction. Maps were prepared using Arcview 10.8 a Geographic
Information System(GIS). Base maps were generated using information from the ESRI
Web site and maps provided by BLE(Figures 1 and 2).
FINDINGS
Seasonal High Water Table Evaluation
The SHWT evaluation was performed on April 9,2024 by evaluating 1 hand auger
boring(Location SHWT-1)to a depth of approximately 10 feet below the existing ground
surface(bgs)(Figure 2). The soils were evaluated under the guidance of a NC Licensed
Soil Scientist for evidence of seasonal high water table influence. This evaluation
involved observing the actual moisture content in the soil and observing the matrix and
mottle colors. Depending on the soil texture,the soil color will indicate processes that
are driven by SHWT fluctuations such as iron reduction and oxidation and organic matter
staining.
Location SHWT-1 was observed to consist of dark yellowish brown sandy clay loam in
the surface horizon,to red clay and clay loam subsurface horizons. No evidence of a
SHWT was identified,and no apparent water table(AWT)was observed prior to the
boring being terminated at approximately 120 inches bgs.
Please note that SHWT evaluations are based on secondary evidence and not on direct
groundwater level measurements. Groundwater levels fluctuate for numerous reasons
and these fmdings do not indicate that groundwater levels have not or will not rise above
the noted depths.
Table 1: Approximated SHWT and AWT Depths
• °..:Seasonal High Apparent • Depth Boring
Boring Water Table Water Table Terminated
Location (SHWT) : (AWT)
... (inches bgs)
•. imp hes bgs) (inches bgs)
SHWT-1 >120 >120 120
2

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SHWT Evaluation WMSS Project No. 23-08; Phase: 03
Mars Hill University April 11,2024
CONCLUSIONS
Based upon our findings associated with the locations evaluated, no SHWT was identified
at SHWT-1 prior to the boring being terminated at approximately 120 inches bgs. These
findings should be taken into careful consideration when designing an appropriate SCM
for the proposed location. If the proposed SCM location changes from the location
evaluated, further evaluation may be necessary.
CLOSING
Willcox &Mabe Soil Solutions appreciates the opportunity to provide these services to
you. If you have any questions, please contact us.
Sincerely,
Willcox& Mabe Soil Solutions,PLLC
Q SOIL SC
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Martin Mabe Rob Willcox,L.S.S.
Partner/Agronomist Partner/ Soil Scientist
Tables: Approximated SHWT and AWT Depth
Attachments: Figure 1 —Vicinity Map
Figure 2—Boring Location Map
Boring Profile Sheet
1Shared\WMSS Projects12023123-08 Bunnell-Lammons Engineering,InclPhase 03-Mars Hill University123-08 Phase 03-
Mars Hill Unversity SCM Soil Report.doc
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DATE: 04-09-24 ��i/� �• �r t"��}�y VICINITY MAP
,DRAWN BY: MEM IJyillcox& I iabe I
SOIL SOLUTIONS MARS HILL UNIVERSITY
• PRoIECTNo: MADISON COUNTY,NORTH CAROLINA
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WILLCOX & IVIABE SOIL SOLUTIONS, PLLC
SITE/SOIL EVALUATION
Project No. PS-CO °MO? Phone NO.. Date: lit-q-gq
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Location /96.,.-.: Mi) M A:ot•di*, Pin COVilitr: /2,1A(-/;:',a1--,, Property Size
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Described by: .1,,,,,e4-i,.._40 vile
l'i ' Public El cut , A D
Weather; C jr.,,c1.7 A ot Antetedent Moisture fh o;,54- Surface Water: Ai/e9-
FACTORS PROFILE PROFILE. PROFILE PROFILE
,51-6Yr--1
Landscape Position.% L ..,41,0 LEGEND
Horizon Depth I e2-5 LANDSCAPE POSITION
Color WIti:nsell i 0 nei-iiil It Ridge Interfiuve
Texture : C.•i S Shoulder
Structure w3bk... L Linear Slope
Consistence ..5, ie ra:Atie FS Foot Slope
N Nose Slope
H Head Slope
Cc Concave Slope
Boundary Cv Convex Slope
Horizon Depth II 6"-.31.0 T Terrace
Color Monsen j 0 g.4'4, P Flood Plain
Texture e---• TEXTURE
MOtles s sand
Structure 141.01-.5)24 Is loamy sand
Consistence r 0 .4444q7" il sandy loam
I loam
si silt
ill silt loam
Boundary sici silty clay loam
Horizon Depth III ..r,, -.44-:2 ci clay loam
Color—Monsen iaki-Vt..1 Scl sandy clay loam
.
Texture Sc Sandy clay
Mottles di at A Y CeVe.e., . sic silty clay
Structure ri4.4.1.6 c clay
Consistence 4 P i- )vit..-4 CONSISTENCE WET
Ns non-sticky
Ss slightly sticky
S sticky
Boundary Vs very sticky
Horizon Depth IV ili,l,—.V.,f) Np non-plastic
Color—Munsell )0 g.4./if Sp slightly plastic
Texture e-rid P plastic
,
Mottles if( -.4 r 60,/,, • Vp very plastic.
Structure t.,r,m,12.fre.. MOIST
Consistence 2' 0'-'' F•7: vfr Very friable
_ fr friable
fi firm
vfl Very firm
Boundary STRUCTURE
Soil Wetness ))09,0" sg single grain
Restrictive Horizon m massive
Saprelite ?.440" cr crumb
ILTAR • gr granular
Classification sbk subangniar blocky
abk angular blocky
pl platy
, Pr prismatic