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Home My WebLink AboutWPO202000043 Calculations 2022-11-04�RlAi) TRIAD ENGINEERING, INC. 07210422 Sheetz-Charlottesville Daily Field Report 06/10/2022 Triad Representative Tim Miller Client Name Weather Site Arrival Sheetz, Inc. Cloudy, 70's 08:15 AM Total Hours 6.75 Client Email Contractor Site Departure jsnider@sheetz.com Sheetz 03:45 PM Testing Performed Compaction Testing Compaction Work Observed Contractor placed multiple lifts of red -brown clayey material with trace mica and gravel in BMP B. The material was placed in 6-inch loose lifts and compacted with a Wacker-Neuson vibratory trench roller. Results of Testing ults obtained from in -place moisture density testing met the project specifications of at least 95% of the cimum dry density as determined by the standard Proctor test. Compaction moisture contents were within specified moisture content range of +/- 3% of the optimum. Detailed compaction test results are >ented on the attached Compaction Testing Summary. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. Reviewed By: Edward E. Dorsey powered by goconvas Date Reviewed 06/20/2022 07210422 Sheetz-C harlottesvi I le 06/10/2022 Triad Representative Tim Miller NOTE: This report shall not be construed as providing recommendations or certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com �:JjAj) TRIAD EP 07210422 Sheetz-C harlottesvi I le 06/10/2022 Triad Representative Tim Miller Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com �:JjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-C harlottesvi I le 06/10/2022 Triad Representative Tim Miller Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville TRIAD ENGINEERING, INC. .s Location i t 06/10/2022 Triad Representative Tim Miller Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-C harlottesvi I le Compaction Testing Summary 06/10/2022 Triad Representative Tim Miller Test # Location El. D.D. (pcf) Moist. Sample Comp. (%) Moist. Req'd Remarks (%) ID Vac (%) Comp (%) 1 BMP B SG: 99.2 22.5 1 99.7 1.5 95.0 Left site to meet Chris -12" Posey resulting in only 6.75 hours 2 BMP B SG: -6" 99.5 22.6 1 100.0 1.6 95.0 3 BMP B At SG 96.9 19.3 1 97.4 -1.7 95.0 Sample # 1 Soil Description #1 Method #1 % Oversize #1 Max D.D (pcf) #1 Opt. Moist. (%) #1 S-1 red -brown clayey Standard 99.5 1 21.0 sand, little gravel and trace mica TH O T1t AOTxY 034259R L(c• r,u. 7/11/2022 Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com 07210422 Sheetz-Charlottesville TRIAD ENGINEERING, INC. Daily Field Report Client Name Weather Site Arrival Sheetz, Inc. Cloudy, scattered storms. 09:00 AM Client Email 80s. Site Departure ler@sheetz.com Contractor 04:00 PM Sheetz 06/14/2022 Triad Representative Matthew Benecki Total Hours 11.00 Testing Performed Compaction Testing Compaction Work Observed Contractor placed 3 lifts of red -brown clayey sand, little gravel and trace mica to BMP B base and walls. The material was placed in 6-inch loose lifts and compacted with a vibratory trench roller. Results of Testing ults obtained from in -place moisture density testing met the project specifications of at least 95% of the cimum dry density as determined by the Standard Proctor test. Compaction moisture contents fell within specified moisture content range of +/- 3% of the optimum. Detailed compaction test results are >ented on the attached Compaction Testing Summary. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/15/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville TRIAD ENGINEERING, INC. B � r - i�eBeela�c Location of fill placement and compaction. Reviewed By: Edward E. Dorsey powered by goconvas 06/14/2022 Triad Representative Matthew Benecki a c� W Z J Date Reviewed NOTE: This report shall not be construed as providing recommendations or 06/15/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com 07210422 06/14/2022 t�:JjAj) Sheetz-Charlottesville Triad Representative o Matthew Benecki TRIAD ENGIN INC. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/15/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 06/14/2022 L �:JjAj) Sheetz-Charlottesville Triad Representative Matthew Benecki INEERING, INC. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/15/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-C harlottesvi I le Compaction Testing Summary 06/14/2022 Triad Representative Matthew Benecki Test # Location El. D.D. (pcf) Moist. Sample Comp. (%) Moist. Req'd Remarks (%) ID Vac (%) Comp (%) 1 BMP B Base S.G. 99.9 21.3 1 96.5 2.3 95.0 2 BMP B walls 3 feet 100.0 21.7 1 96.6 2.7 95.0 below subgrad 3 BMP B walls 2.5 99.5 21.6 1 96.1 2.6 95.0 feet below subgrad 4 BMP B walls 2 feet 99.7 19.8 1 96.3 0.8 95.0 below subgrad Sample # 1 Soil Description #1 Method #1 % Oversize #1 Max D.D (pcf) #1 Opt. Moist. (%) #1 S-1 red -brown clayey Standard 103.5 19.0 sand, little gravel and trace mica M -maoHZY M 49 T �,ic• -7/11/2a22 Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/15/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com �RlAi) TRIAD ENGINEERING, INC. 07210422 Sheetz-Charlottesville Daily Field Report 06/16/2022 Triad Representative Matthew Benecki Client Name Weather Site Arrival Sheetz, Inc. Partly cloudy. 80s-90s. 09:00 AM Total Hours 11.00 Client Email Contractor Site Departure jsnider@sheetz.com Sheetz 04:00 PM Testing Performed Construction Observation Observation continued installation of BMP B. itractor installed a layer of geotextile fabric to the base of BMP B. An overlap of six (6) inches was Wished around the edges of BMP B. impermeable layer was installed atop the geotextile fabric. I mpermeable layer extended six (6) inches and the edge of BMP B, individual layers were adhered together with vinyl cement. were installed with six (6) inch perforated PVC pipes. stone was placed in BMP B to a depth of three (3) inches. Results of Testing/Observations No discrepancies from the project specifications were observed during the noted component construction. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com �:JjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-C harlottesvi I le ��t - , bye fir iv _ Installation of geotextile fabric. 06/16/2022 Triad Representative Matthew Benecki Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC 6.i 07210422 06/16/2022 Sheetz-Charlottesville Triad Representative Matthew Benecki C. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 06/16/2022 L �:qjAj) Sheetz-Charlottesville Triad Representative Matthew Benecki er. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville NEERING, INC. t Reviewed By: Edward E. Dorsey powered by goconvas 06/16/2022 Triad Representative Matthew Benecki OIL .ram a mot'--""ii99TTlF} _ - � g l 6.1 1 hed impermeable laver. Date Reviewed NOTE: This report shall not be construed as providing recommendations or O6/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com fb675b8bd9324b19-1655387361358 �:JjAj) TRIAD NG, INC. 07210422 Sheetz-C harlottesvi I le 06/16/2022 Triad Representative Matthew Benecki Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville Reviewed By: Edward E. Dorsey powered by goconvas 06/16/2022 Triad Representative Matthew Benecki a J ?7 n led underdrain. Date Reviewed NOTE: This report shall not be construed as providing recommendations or 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com 07210422 06/16/2022 L �:qjAj) Sheetz-Charlottesville Triad Representative Matthew Benecki Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville TRIAD ENGINEERING, INC. —Am— --- Er it Finished layer of #57 stone. Additional Review by: Tim Gary, P.E. TH O Date Reviewed 40 41- 06/20/2022 \ Reviewed By: Date Reviewed Edward E. Dorsey 06/20/2022 powered by goconvas WOTIA M 4259RY 1•ic 1 o. Cv12012022 ; 06/16/2022 Triad Representative Matthew Benecki NOTE: This report shall not be construed as providing recommendations or certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com fb675b8bd9324b19-1655387361358 �RlAi) TRIAD ENGINEERING, INC. 07210422 Sheetz-Charlottesville Daily Field Report 06/17/2022 Triad Representative Matthew Benecki Client Name Weather Site Arrival Sheetz, Inc. Partly cloudy. 80s - 90s. 09:00 AM Total Hours 9.75 Client Email Contractor Site Departure jsnider@sheetz.com Sheetz 02:45 PM Testing Performed Construction Observation Construction Observation Contractor continued installation of BMP B. Contractor placed two (2) inches of #3 stone to BMP B. Contractor installed structure SD-9. Results of Testing/Observations No discrepancies from the project specifications were noted during construction of the referenced BMP B components. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville TRIAD ENGINEERING, INC. Q t Y Fyn i T4. Contractor placing 2" of #3 stone in BMP B. 06/17/2022 Triad Representative Matthew Benecki ft` Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville TRIAD ENGINEERING, INC. Reviewed By: Edward E. Dorsey powered by goconvas Contractor placing geotextile fabric to base of SD-9. 06/17/2022 Triad Representative Matthew Benecki Date Reviewed NOTE: This report shall not be construed as providing recommendations or 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com �:JJAJD 07210422 06/17/2022 Sheetz-Charlottesville Triad Representative Matthew Benecki TRIAD ENGIN_ EER�G, INC. E Additional Review by: Tim Gary, P.E. Date Reviewed 06/20/2022 'CIMOTH� 4159RY Lio 1'o' o. Cv/20/2022 ; Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/20/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-Charlottesville Daily Field Report 06/20/2022 Triad Representative Kenton Kabrick Client Name Weather Site Arrival Sheetz, Inc. P Cloudy, 60s to 80s 08:00 AM Total Hours 13.25 Client Email Contractor Site Departure jsnider@sheetz.com Sheetz 05:15 PM Testing Performed Construction Observation Observation Friad representative observed construction of BMP A and BMP B. MP A: Observed placement of N080/15/300/SY nonwoven geotextile fabric over the base of the retention isin. Non -permeable liner was then observed to be placed over top of the geotextile fabric, which was then veered with approximately 12" of #57 stone. A 6" diameter cleanout pipe with holes drilled at 6" intervals was so installed. Lastly, approximately 2"-3" of #8 stone was placed. VIP B: Observed placement of woven geotextile fabric material over top previously placed pipes in the oretention pond. Approximately 2"-3" of sand was placed over top of the stone and woven geotextile fabric. Results of Testing/Observations Any discrepancies from the specified materials and construction, for the observed materials and locations, were corrected in field. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-C harlottesvi I le 06/20/2022 Triad Representative Kenton Kabrick J Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com IjAj) � j 07210422 06/20/2022 Sheetz-Charlottesville Triad Representative Kenton Kabrick Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 Sheetz-Charlottesville TRIAD ENGINEERING, INC. Stone placement 06/20/2022 Triad Representative Kenton Kabrick Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 06/20/2022 L �:qjAj) Sheetz-Charlottesville Triad Representative Kenton Kabrick Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 06/20/2022 L �:qjAj) Sheetz-Charlottesville Triad Representative Kenton Kabrick Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville TRIAD ENGINEERING, INC t Reviewed By: Edward E. Dorsey powered by goconvas r Geotextile placement- BMP 06/20/2022 Triad Representative Kenton Kabrick MEMO 1. Date Reviewed NOTE: This report shall not be construed as providing recommendations or 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com 07210422 06/20/2022 L �:JjAj) Sheetz-Charlottesville Triad Representative Kenton Kabrick EERING, INC. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com �:JjAj) Reviewed By: Edward E. Dorsey 07210422 Sheetz-C harlottesvi I le 06/20/2022 Triad Representative Kenton Kabrick Date Reviewed NOTE: This report shall not be construed as providing recommendations or 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 06/20/2022 t�:Jj Aj) Sheetz-Charlottesville Triad Representative o Kenton Kabrick TRIAD ENGGIIrN� 'M _Q Ilk few.iwnwinii 11111V1� /7 {� rl1��1�-U ITF''. ��W i y�T4� Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville TRIAD ENGINEERING, INC. -- a a �A a m r�•. � 6 2 2 v m ¢ _ IWIDE BERM (TYP) SEE 2/67.6 540I---- -- mo/Pondlnp ///' PROP.GRADE --} I � w C i H V. 06/20/2022 Triad Representative Kenton Kabrick LEVEL 1 BIORETENTP a FILTER —. RMPB GIO.YR POND ELEV: 538.7s EX. Gr>: Q su 42.15LF OF 6" SCHD. 40 PERF. PVC @ 0�1.0% SURROUND BMP WITH IMPERMEABLE LINER INSIDE GEOTEXTILE FABRIC BMP B PROFILE SEE DETAIL 41C7 g I, LAYER DEPTHS AND 'MATERIALS RM;, II S TO 8D-7 —iv.bULF OF 15" HDP Elyd O.fi2 NOTE: ALL PIPE AND STRUCTURE CONNECTIONS SHALL BE WATERTIGHT. 1+00 1 W V t Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered byvxanvas www.aocanvas.com a3cf9412f8e55346-1655758560636 07210422 �:qj A D Sheetz-Charlottesville TRIAD ENGINEERING, INC. I 1 BMP A PLAN - - ,�.,. 0 10 06/20/2022 Triad Representative Kenton Kabrick w f� —b ti z 1Wr-Y U �y �j gp OiZ SFm� + u� + pz oaZ_ rOzo - - - EA'. GRADE b?FZ CURB CUT iB�--- udi�3a��. N LEVEL 1 — BIORETENTION FILTER CHANNELA BMP A 550 — PROR GRADE STONE ENERGY DISSIPATER (TYP) 12' DEPTH, 6" DIA. STONE SEE PLAN FOR DIMENSIONS - - UNDERLAY WITH GEOTEXTILE 10_YR POND ELEV: 544.91 2.5. FABRIC PER DETAIL 1/C2.5. \ w o SEE DETAIL 4/C7.6 FOR BMP LAYER DEPTHS AND MATERIALS PROP. 1' GAS CROSSING OVERLAP WITH BMP - GEOTERTILE FABRIC 12' MIN. 61.10LF OF 15" HOPE 0 0.61% SURROUND BMP WITH IMPERMEABLE .. ' TO SD-14-- LINER INSIDE GEOTERTILE FABRIC { y 3V21-F OF 6" SCHD. 40 PERF. PVC @ J NOTE: ALL PIPE AND i 1.00% CONNECTIONS SHALL BE V AfiSO 1+00 O2 BMP A AND CHANNEL A PROFILE H: 1' = 20': 0 20 40 V: 1" = 2': 0 2 350 1545 BN VA Slsf Ac Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. Additional Review by: Tim Gary, P.E. Date Reviewed 06/23/2022 07210422 Sheetz-C harlottesvi I le ,CJW'TM G3g1 9RY Llc. t' (n/23/2D22 06/20/2022 Triad Representative Kenton Kabrick Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/23/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-Charlottesville Daily Field Report 06/21 /2022 Triad Representative Matthew Benecki Client Name Weather Site Arrival Sheetz, Inc. Partly cloudy. 80s 07:30 AM Total Hours 8.00 Client Email Contractor Site Departure jsnider@sheetz.com Sheetz 01:30 PM Testing Performed Construction Observation Construction Observation Contractor continued installation of BMP A. Results of Testing/Observations Contractor placed two (2) inches of sand in BMP A. Contractor placed three (3) feet of bioretention soil media in BMP A. Soil media was placed in three (3) approximately one (1) foot lifts. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/24/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com TRIAD ENGINEERING, INC. Reviewed By: Edward E. Dorsey Date Reviewed 06/24/2022 07210422 Sheetz-C harlottesvi I le 06/21 /2022 Triad Representative Matthew Benecki NOTE: This report shall not be construed as providing recommendations or certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com �:JjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-C harlottesvi I le 06/21 /2022 Triad Representative Matthew Benecki • —r' n It _. Placed layer of sand in BMP A. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/24/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 �:qjAj) Sheetz-Charlottesville a— lAa rye Placement of bioretention soil media in BMP A. Additional Review by: Tim Gary, P.E. TH O Date Reviewed0��^ 06/25/2022 \ Reviewed By: Edward E. Dorsey powered by goconvas TWO�Y M g259RY t,ic t" o (0/25/2022: 06/21 /2022 Triad Representative Matthew Benecki ; ;I Date Reviewed NOTE: This report shall not be construed as providing recommendations or 06/24/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site www.gocanvas.com �RjAj) TRIAD ENGINEERING, INC. 07210422 Sheetz-Charlottesville Daily Field Report 06/23/2022 Triad Representative Matthew Benecki Client Name Weather Site Arrival Sheetz, Inc. Partly cloudy. 80s. 09:00 AM Total Hours 8.50 Client Email Contractor Site Departure jsnider@sheetz.com Sheetz 02:30 PM Testing Performed Construction Observation Construction Observation Contractor continued installation of BMP B. Results of Testing/Observations Contractor placed three (3) feet of bioretention soil media to BMP B. Soil media was placed in three (3) approximately one (1) foot lifts. Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/25/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvas www.gocanvas.com 07210422 06/23/2022 L �:qjAj) Sheetz-Charlottesville Triad Representative Matthew Benecki Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/25/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com 07210422 Sheetz-Charlottesville Bioretention soil media layer in BMP B. 06/23/2022 Triad Representative Matthew Benecki Reviewed By: Date Reviewed NOTE: This report shall not be construed as providing recommendations or Edward E. Dorsey 06/25/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered bygoconvos www.gocanvas.com fb675b8bd9324b19-1656C �:JjAj) Additional Review by: Tim Gary, P.E. Date Reviewed 06/26/2022 Reviewed By: Edward E. Dorsey 07210422 Sheetz-C harlottesvi I le 'flMO�( 111c.l G34259 Y (p/Z(P/2-OZ2- 06/23/2022 Triad Representative Matthew Benecki Date Reviewed NOTE: This report shall not be construed as providing recommendations or 06/25/2022 certification by an engineer. Rather, it provides the results of the testing described herein and summarizes the observations of our personnel while on site powered by goconvos www.gocanvas.com