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HomeMy WebLinkAboutSW4240401_Soils/Geotechnical Report_20240424 BLD NELL LAMMONS NE ENEINEERINS April 17, 2024 Mr.Hunter Barnett Vannoy Construction 1500 Ridgefield Blvd Asheville,NC 28759 Subject: Report of Infiltration Test Blackwell Hall Additions--Mars Hill University 120 Cascade Street Mars Hill,North Carolina BLE Job No.J24-15523-04 Mr.Barnett: Bunnell-Lammons Engineering, Incorporated (BLE) representatives were present at the Blackwell Hall Additions at the Mars Hill University in Mars Hill,North Carolina to perform a double ring infiltration test (ASTM D3385-09) within the proposed location of the Stormtech system. The infiltration tests were performed by our Mr. Colm O'Doherty, P.E. on April 16, 2024. The testing location was established by members of Vannoy Construction in the northeast corner of the site in accordance with drawing C-04 dated August 17,2023,provided by Davis Civil Solutions.A seven-foot-deep test pit was completed at the testing location in order to match the bottom excavation of the proposed Stormtech system.The data and associated graphical results are attached. Based on the results of the testing the stormwater retention area would be expected to exhibit an infiltration rate of approximately 0.06 inches per hour. We appreciate the opportunity to provide our professional services on this project. Please do not hesitate to ask if you have any questions. Respectfully, BUNNELL LAMMONS ENGINEERING,INC. FIRM REGISTRATION#C-1538 Cohn O'Doherty,P.E. _ James J.Belgeri,P.E. Project Engineer Senior Engineer Attachments: Infiltration Test Data Site Civil Drawing C-04 • • Project Name Blackwell Hall Additions Project# 15523-04 Inner Ring Pen, 4 A_Inner 113.10 in2 Tested By COD Date 4/16/2024 Outer Ring Pen 4 A_Outer 339.29 in2 R_Inner 6 in. R_Outer 12 in. Elapsed Flow Readings Incremental Trial No. Time{hr:min} Time: inner Outer Liquid Infiltration Rate 0/total Reading Flow Reading Flow Temp. Inner Outer Ground Temp and (min) (in) (inA3) (in) (inA3) (°F) (in/hr) (in/hr) Weather Conditions S 14:15 7.25 9.125 1 E 14:30 15.0 7.25 0.00 9.125 0.00 69 0.00 0.00 Dry and 63°F 2 S 14:30 15.0 7.25 9.125 E 14:45 7.375 14.14 9.25 42.41 69 0.50 0.50 Dry and 63°F S 14:45 7.375 9.25 3 E 15:00 15.0 7.5 14.14 9.375 42.41 70 0.50 0.50 Dry and 64°F S 15:00 7.5 9.375 4 E 15:15 15.0 7.563 7.13 9,4375 21.21 71 0.25 0.25 Dry and 66°F 5 S 15:15 30.0 7.563 9.438 E 15:45 7.563 0.00 9.5 21.04 71 0.00 0.12 Dry and 66°F S 15:45 7.563 9.5 6 E 16:15 30.0 7.563 0,00 9.5 0.00 71 0.00 0.00 Dry and 66°F 7 S 16:15 60.0 7.563 9.5 E 17:15 7.625 7.01 9.625 42.41 72 0.06 0.13 Dry and 65°F S 17:15 7.625 9.625 8 E 18:15 60.0 7.6875 7.07 9.6875 21.21 72 0.06 0.06 Dry and 65°F 1 S k. STOW NIIPLVAGE&T&IICMf SDE➢ULE SRLDI DM&LIGE PPE SDIFDYIE '/. Pi I �• A I nv ILA /r r `$4'.s 3 ' ' en'££ ` .II CREDO N . rrrx tT aEl.l. \ • ' " :y, DESIGN ARCHITECTS 'If y :" av u .n . . o: O. :em ma,rn am � - r •' � "�0 OtLROra1FJlT Dorn u;xx r 3= m% WU {{ I as / I ;• r ••••. V'r'R SCOW.+oxx•ax 6 0 , . .h m .. / '/' €rn. xx 55i� ' : ¢10 � I _ tJ - I- MCCGNNELL IA `-� i ';-7X,-�''' %. `` 1, a� a ® k' 00 ®E rb ital - >.-...vajl. 0 p .. SIQIIL € + /, ,. a'J 1�Ei 1 - %�ec e.T.i � m CONSULTING /' / %- P �0¢!•,° GAIME-iii ej 1 f '°Y . m: s�,.: a ,w :: • d' IEH�weEas . / �I i • y rw'-« ��P@�B4i'y.*t`+tir P '�e40,0- �$Ho, i l lif tF r 1��"'- x • = 1,4�yl' `^, -. yj ids �), ` ' DESIGN MUNO • / o S• ! e4� ELAD(W LL ''��jj • t" .. . /i: t.-.��. r '' a r i .r. -ram - ! G' �� - j "' r FOUNDERS I U I ''''e cum+ 'h .....'. • 1 l �! a v¢, a t MONTAGUE tag � 1 Q , ^��_..-... mow, �-..� s __ +�� i�Y +� � - n �� ��,1 r e! �►ors, arry `'� n.. ft.n ! rX.pr .:ux::w+ 'j Cascade Stree - w -w.-q ? - «tS _�Rc I acs•Nrwn Rrw t :.--=--3-- :::::::::: ^� ~� fi RENGNATrON&NEW &OR IION OINGADOI 4tr roi nYdw/ A.e M Owase GRADING.&TORM WATER&EROSION i CONTROL 5�y en..e,¢c WALE r-a i ' cam. C,O&+A