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Home My WebLink AboutWPO201700058 Study WPO VSMP 2017-10-06 October 6, 2017 Hydr eo ENVIRONMENTAL 418 East Main Street Charlottesville,VA 22902 Justin Shimp, PE (404)219-6676 Shimp Engineering, P.C. 201 E. Main Street, Suite M Charlottesville, VA 22902 RE: Soil Infiltration Evaluation at Sparrow Hill Subdivision - Crozet, Virginia HydroGeo Project#17-304 Mr. Shimp, I am pleased to provide this letter report documenting the recent saturated hydraulic conductivity tests (Ksats)<conducted by HydroGeo Environmental, LLC (HydroGeo) at the Sparrow Hill Subdivision site (the "Site"), located in Crozet, Virginia. Site geographic coordinates are 38°03'10"N, 78°41'26"W (WGS 1984). The purpose of this work is to provide an eilliftlatit5n of.thwepiPlitiftration capabilities for Site soils .itticierfyin9 the footprints ofisMOAtiopeeeti stormwater management facilities (iNifity. Methods HydroGeo performed Ksat testing at 211.10or locations onsite (AA1sii 14) on September 25, October 2, and October 3, 2017. All testing locations and depths were determined by Shimp Engineering, P.C. Standard field procedures for soil infiltration testing begin with the emplacement of boreholes via hand auger to the desired depth of testing. Shimp Engineering provided excavation assistance at many of the testing locations to facilitate efficient borehole emplacement. Site soil profiles were logged by a Virginia Certified Professional Geologist. As you requested,p1 • representative subsurface logs are provided in AttaNtilitiMPS. Auger refusal was encountered at five locations (C1, C2, C3, F1, and F2). Based on guidance from Shimp Engineering, infiltration tests were conducted at the depth of auger refusal when encountered. Saturated hydraulic conductivity testing was performed using the Johnson Permeameter, a standard instrument for implementing constant head saturated hydraulic conductivity tests in accordance with ASTM Standard D 5126-90. The permeameter is inserted into an auger hole at the desired test depth. A calibrated reservoir on the ground surface is attached thereto with a suitable length of hose. Water is added to the calibrated reservoir and allowed to flow freely into the borehole until the soil becomes field saturated and an equilibrium level is reached in the borehole and inside the soil permeameter. The field worker records time and volume measurements during the test, which are used to calculate rate of water flow through the soil. Soil permeability is determined by solving appropriate mathematical equations (the Glover Solution), which utilize the equilibrium height of water, rate of water flow, and dimensions of the borehole as input parameters. The borehole base is thoroughly wetted prior to commencement of data collection and a constant supply of water is applied to the system (even between measurement sets)to ensure saturation throughout the testing period. The final Ksat value for each borehole location is usually determined by selecting the lowest of the final three tallied Ksats for each test run (seen on data sheets in Attachment Oj'once the flow rate of water into the saturated soil medium has stabilized. 1 Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6, 2017 Ksat values (Table 1) are expressed in units of inches per hour(in/hr) and give an indication of how quickly water percolates through the soil at the depth measured. In most cases, higher Ksat values indicate soils that drain faster and lower Ksat values indicate soils that drain slower. Results Site Soils Based on a Natural Resources Conservation Service ,,s .; � " ils mapping review, the proposed stormwater BMPs are mapped in areas underlain primarilyby soils of the Hayesville series, with the Braddock soils series underlying BMP F. Soils of the Hayesville series consist of residuum weathered from igneous and metamorphic rocks. Soils of the Braddock series consist of colluvium and alluvium derived from crystalline rocks. These series are both reportedly very deep and well-drained and are classified a simpimingiopeils011t ils. ANe was encountered at five locations during this work(1111 'ti F2). Based on field observations, EVEFITRIVRiimelMINIIIIIMPITIIIIIMPINIOnsk. Field observations at suggest that auger refusal at F1 and F2 was caused by the presence of angular, metamorphic quartz gravels in the solum, suggesting that Redoximorphic features, indicative of extended periods of soil wetness were observed at These features are often seen in soils with IIIMIRWROR.All other test locations appeared to be well-drained based on structure, texture, and on the absence of shallow bedrock and low chroma colors. Saturated Hydraulic Conductivity Data The test results are summarized in Table 1 below: Table 1: Summarized Infiltration Testing Data Test Date Borehole ID Borehole Depth Test Duration Ksat (ft) (min) (in/hr) 10/3/2017 Ott13.7 58 r,fid;;60 10/3/2017 A2 13.2 64 0.22 10/3/2017 A3 9.2 100 0.61 10/3/2017 11101P 7.2 64 WPM 10/3/2017 B2 6.2 83 0.92 10/3/2017 B3 6.7 48 2.38 10/2/2017 Cl- (54 'i "' t'a 94 10/2/2017 C2`A ,14 93 0.07 10/2/2017 " "$ `LL 119 0.22 10/2/2017 D1 5.2 60 0.92 10/2/2017 D2 6.2 105 0.39 9/25/2017 El 6.7 93 1.39 9/25/2017 E2 7.7 204 0.13 10/3/2017 "t .2)* 95 ZAP' 10/3/2017 . .1;.5)* 68 11111110. *Depths listed in parenthesis are infiltration testing depths determined by Shimp Engineering,P.C. Auger refusal was encountered at these borehole locations prior to reaching desired depth; therefore, infiltration tests were run at the depth of auger refusal. 2 Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6, 2017 Worksheets containing complete test data sets including measurements collected in the field, the time of measurements, soil temperature, boring depth, boring diameter, calculations, etc. are included in Attachment C; data plots showing flow rate vs. total elapsed time are included in Attachment D. Summary HydroGeo performed a soil infiltration study for the proposed stormwater BMPs at the Sparrow Hill Subdivision site, Crozet, Virginia on September 25, October 2, and October 3, 2017. The testing began with borehole logging and soil descriptions at fifteen locations (nine of the logs are included in Attachment B). Borehole locations and depths were selected by Shimp Engineering, P.C. We encountered auger refusal at locations Cl, C2, C3, Fl, and F2, where infiltration tests were run at the depth of refusal. We observed redoximorphic features at Al and Bl. Please do not hesitate to contact me with any questions regarding this investigation. Sincerely, tAl;l't/0, 10 - L 1114J t ��• 4/ j 2 Ernest Beasley, MS, PG tR�cS' �� ks( YIv Geologist No.2801001974 HydroGeo Environmental, LLc (404)219-6676 ?�f oc' ebeasley@HydroGeoEnvironme ATTACHMENTS (5): Attachment A: Ksats Testing Locations Attachment B: Borehole Logs Attachment C: Field Measurements and Calculations Attachment D: Data Plots Attachment E: Terms and Conditions 3 Attachment A: Ksats Testing Locations ' ' � CO � >1 �� wCC) — a�� ,� � �� ` m ',. ...11.1:1111111: o . , ' 0 0 via N1/4\-- 0--6,,,, 1 ...... , . . Si, a ,ik c,-.-.- % . - �.'_ ` |, -' � "� o' ` -- ' ( v� ' � ---- it , It'�`- � ' "w� • / / \ ` \ � \ � ' \ ` \ / ' � � � ` ` ` ` '' ` I I / \ ` ` ` ` �` ` . \ /� - \ , ``--7 � \ \ `\ \ ^`---'^'~ ` /� / I ``� ` ~ |` � '-^` `� ```_\ ` � `\ ^` \. \ \ `` , ,'' /' I I •` ' / ` \ � .` ` ` / . Attachment B: Soil Boring Logs Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 Attachment B: Soil Boring Logs (logged by Ernest Beasley on 9/25, 10/2, and 10/3/2017) Al Depth Description Unified Soil Class 0 - 0.25' Dark reddish brown (5YR/3/2)loam ML 0.25- 0.8' Yellowish brown (10YR/5/8)sandy SM loam red (2.5YR/4/8) sandy loam; med. 0.8-6.2' subangular blocky structure; gradual, SM wavy boundary Sandy clay loam with yellowish brown (10YR/6/4) iron depletions and red (2.5/4/8) iron accumulations; 6.2 - 10' depletions grading from 30% at top to SC 70% at base of horizon; weak subangular blocky structure greyish brown (10YR/5/2)sandy clay 10 - 12.3' loam; gleyed appearance SC Clay loam with 30-50% yellowish 12.3 - 13.7' brown (10YR/6/4)iron depletions and CL red (2.5/4/8) iron accumulations; angular quartz gravels present A2 Depth Description Unified Soil Class 0- 0.25' Dark reddish brown (5YR/3/2)loam ML 0.25- 0.7' Yellowish brown (10YR/5/8)sandy SM loam red (2.5YR/4/8)clay loam; med. 0.7-2.2 subangular blocky structure CL Yellowish brown (10YR/5/4)saprolite; crushes to sandy loam; micaceous; 2.2 - 5 relict gneiss structure w/dip angle SM —50° to the south Grey,white, and dark grey gneiss saprolite; micaceous; crushes to sandy 5- 13.2 loam;tight, relict gneiss structure SM (same orientation as above) A3 Depth Description Unified Soil Class 0- 0.5' Dark reddish brown (5YR/3/2)loam ML 0.5—1.5 red (2.5YR/4/8) clay loam; med. CL subangular blocky structure Yellowish brown (10YR/5/4)and white gneiss saprolite; crushes to silt loam; 1.5-9.2' micaceous; platy structure due to ML horizontal foliation Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6, 2017 B1 DepthDescription Unified Soil Class 0 -0.5' Dark reddish brown (5YR/3/2)loam ML 0.5- 1.1' Yellowish brown (10YR/5/8)sandy SM loam Strong brown (7.5YR/5/8) clay loam; 1.1 - 2.0 med. subangular blocky structure CL 2 -2 7' red (2.5YR/4/8) clay; med. CL subangular blocky structure Yellowish brown sandy clay loam; 2.7-4.5' faint iron depletions and CL accumulations Clay loam with stronger redox features; 10YR/5/4 yellowish brown 4.5 - 5.7' iron depletions and 5YR/5/8 CL yellowish red accumulations 5 7- 7 2' Clay loam; same colors as above w/ CL 90% iron depletions B2 No log . Note: depth-to-saprolite = 4ft. Foliation = Subvertical; saprolite crushes to sandy loam B3 Depth Description Unified Soil Class 0 - 0.3' Dark reddish brown (5YR/3/2)loam ML red (2.5YR/4/8) sandy clay loam; 0.3-2' med. subangular blocky structure SC Dark grey and white gneiss 2—6.7' saprolite; crushes to sandy loam; SM micaceous; subvertical foliation Cl Note: shallow rock obs. @ 3.5' in pit—pulled off rock 1' in test pit for Ksat boring; A/R at 5' depth C2 Notes: depth-to-saprolite= 52"—auger refusal at 11.3' C3 Depth Description Unified Soil Class 0-0.5' Dark reddish brown (5YR/3/2)loam ML 0.5- 1.25' Yellowish brown (10YR/5/6) sandy SM loam Strong brown (7.5YR/5/6) sandy 1.25-4.5' clay loam; med. subangular blocky SC structure; <10%weathered flaggy gneiss cobbles up to 10" diameter Variegated dark grey, white, and red gneiss saprolite; crushes to brown 4.5 - 8.1' (10YR/5/3)fine sandy loam; auger SM refusal at 8.1' Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 D1 Depth Description Unified Soil Class 0 -0.25' Dark reddish brown (5YR/3/2)loam ML strong brown (7.5YR/5/6)sandy clay 0.25—3' loam; medium subangular blocky SC structure; —5% subangular weathered gneiss gravels Gneiss saprolite; crushes to strong 3 - 5.2 brown (7.5YR/5/6) sandy loam SM D2 Notes: clay flows in 30-50%weathered gneiss @ 16"; 100%saprolite at 60" bgs El Depth Description Unified Soil Class 0 -0.5' Dark reddish brown (5YR/3/2)loam ML Red (2.5YR/4/8)clay loam; medium 0.5 - 1.5' subangular blocky structure CL Gneiss saprolite; crushes to 1.5-6.7' yellowish brown (10YR/5/4)sandy SM loam E2 Note: saprolite at 45' bgs Fl Depth Description Unified Soil Class 0 - 0.5' Gravel fill material GP Yellowish brown (10YR/5/8) sandy 0.5-3.5' loam w/angular gravels SM Variegated (2.5YR/4/8 and 10YR/6/8)sandy clay loam w/ 3.5- 5' angular quartz gravels; auger SC refusal at 5' F2 Note: auger refusal at 4.5' bgs Attachment C: Field Measurements and Calculations C 0 0 0 0 0 0 0 0 0 .. _ + O 0 0 0 0 0 0 0 0 3 m a 13 6 `l N U I \ in• .>> E 9- N •C F- > O ` _c CU °1 Lai o O () o s m m U CU 7 �- '*" 0 O O O O O O O 0 O • o o I o F- a3 y o 0 0 0 0 0 0 0 0 O s LT w W d a 7.5 3 m ,a,` 0 o v Y > � � _ t O H O S co' :, c l7 N p = N m > . 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(o V 0 4J O E CO o 5 ° 2 T. `o i a, v L o F N O C 0 cii C .N. 01 LO 00 rY LO al a O N N N V ct Ol N N Cl N N Y *t, CL E O .F .. 00 ._ •y1 > V ei ei ei ei ei 0 ei ei ei .-+ ei ei ei 0 ei ei O ei e-1 .. — Ln t, H U p ill j > N al c f] Li CI Lo t*o O N C �� II .. al -,•0 0 0 Y cf 2 L > Y Ne z ._ r. 0,0 N 0 0 0 0 0 o m o 0 0 0 0 0 0 0 0 0 O C -p Lo o 0 0 0 0 o m o 0 0 0 0 0 0 0 0 0 0 N 0 L 1.0 V LO N V 00 N 00 0 0 0 N N 00 0 0 00 0 0 Z G > - - - ei c1 ei e1 .-1 ,-i ei e1 -4 —4 -1 .-I To 4-0 ;+ c > 0 f0 E o C ,•� N 0 O 3 Y 47, Al M ln O L f0 0 u m E LL V ate+ 0 n as "p E E E Y Y.I d 2 coC CN 0 0 0 0 LI'/ '• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 >, e-1 Ln O Ln rci Ln 0 0 0 0 00 0 0 0 0 0 O 0 0 0 O O 0 0 N ei e-1 MIN O a Ln Ln L/1 Ln in Ln LD in In Ln Ln Lf1 Ln Ln in Ln Ln Ln 0l V 0 C p C0° E 0, a, CU \ O 1= 5 N w 0 .cool a . H- O O O O O O O O O O O O O O O O O O O 2 o O O O o o O o O O O O O O O O O o O a i0 • •• V. = co M LA U1VILIl L!1 LI1 LO LI1 L/1 LI1 Lfl Ln 1.11 LI1 LII LII LIl LI1 0 00 W U ; O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 CO ` . 2 = FTo N O O O O O O O O O O O o 0 0 0 0 0 0 0 i Oy 0 o r aJ a d .0 L c 0.0 r m of a.;• > .0 E 11 ra C 16.1',1 • m 0 3 3 u x o va a 0 QJ co O <p co0 (0co 0 0 0 0 0 0 0 0 0 0 0 0 0 p, O O in O co O r O o 0 0 0 0 0 0 0 0 0 0 0 a .3 ++ 00 a— ef) e- o .-- Ti N- N N- N N N 1- N C- N ti N •1 N ' W a Ln e- O O e- N N M Cr) cr Ln LO O o e- N it E > M M ti Ct Ct Ct Ct Ct 4 4 4 4 LO Ln Ln Ln LO • p• .- CU MW e- w N : 0 O m 'n 'c_ d :, 3 z,, a E '• 03) d C y p a; IA m o 1. 0.. E E V i c o a, t "O .4 0 0 N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' £ CUsa N O O N W . Lfl N 00 LO I", V LO LIl LIl L i Lfl LO LO Ln Ln CI in Li o C m ei to o 0 ° `o a oo 0 o v 0 3 > E E a, .n G l " V 0 '9 O 01 L = 1`0 0 > v v L Q L B l0 CV) v o 3 to o O o 0 a- 0 0 0 0 0 0 0 0 0 0 0 E a f� N LO ti r- O .�-1 O O Owl Oml 0�0 W n n O cn I- r- o in co cr in .. w 2 = .4 .--i ei ,n Co y m V L F W U N LL t 10 O C W A N a) • O ._. .O \ o.e La.• Y Z Z _, 06 oC m M > x o� 04 a ti ti u m to ea 3 > 7o F W d w C C C N Q ti > o C 'C 'c ' c O. 0. O. m m m H 0 Z j vi a N a s O V O a O a N 01 In tO N N 0 0 0 0 0 0 0 o o o o o 0 �+ O o o o .o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F1 'o a, C . a) v a) N f` N . w Y Cf> O N " m (1)›. _ al w aJ d ~ U `,5 +s.' 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W U N o 11: UC a .: p, ` Y `rci E u Ln Mo7 1DE +' HH • \E NE r pO a tai CU O C03 1:447 0 Z2 _. 0CC % N > K CLI ani CU c c c 3 > 1. Q t v E 'C 'ti 'C c > > O a` a` a` m m° m IA 0 Z j VI . a 00 0 O O O O O C f, 0 O 0 0 O O O O ,'^, E. O O O O O O O O • m y 7 CO , Co v N V i \ .' ▪ > O N I w °S �j ` ` m a) I a) y ar o C ~ p V I +L' a u — oO s m V (� • I 0 0 0 0 0 0 O O O Etl 0.3 O m U �- i • 00000000 co '5_ o v I w E i ° O 0 0 0 0 0 0 0 O LL m ILI H a co N t. I L O o w at+ m ' - +L' N > 6 c F– O 2 ' c t V' co a 2 N j > uY3 W m al N ----'-'73 --,> 00000000 CO c 'X a tx L L C _ > T O O O O O O O O •� -O v p al C ` T = + N y z. > N „ a Z .a al O U + > C O v 7 H f0 a• 4- N H ' + v > :c vii m a) C N c E E O fl- + N= 111 — N a-. N E al m E = v 4- _ O 0 O 0 0 O 0 p:, c0 ,00cDoo 00 .. OC > N 1--_ U I- \ , Co U + + + + + + + + ▪ 'o Q bO a /�� W W W W W W W W c w 3 'a L! ` Y N u 0 O O O O O go Q f0 0 c 1 O O O O O O p Q.: - > 2 - C C 3 }, c0 = O O O O O O O O .� O `y O E m o LOO cii" 3 = s c o l a, a, L a.. Y .L.. , a` E O i' ,� O • c •m .-. ; Attachment D: Data Plots A Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 Al Flow Rate vs. Total Elapsed Time 0.5 0.4 03 a.2 0.1 E 0 • • • • • • • • . . • -0re .1 -0.2 -0.3 -0.4 -0.5 fl 10 20 30 40 50 Total Elapsed Time (min) A2 Flow Rate vs. Total Elapsed Time 30 25 20 15 3 10 cc ce 5 a 0 10 20 30 40 50 60 Total Elapsed Time (min) Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 A3 Flow Rate vs. Total Elapsed Time 50 45 C 40 N va- 35 0 u_- 30 25 0 20 40 60 80 100 Total Elapsed Time (min) B1 Flow Rate vs. Total Elapsed Time 20 18 16 C 14 --- 12 a)- 10 ts 8 ce O 6 LL- 4 2 0 0 10 20 30 40 50 60 Total Elapsed Time (min) Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 B2 Flow Rate vs. Total Elapsed Time 100 90 80 E 70 'r • 60 E 50 cu 40 EC • 30 ti 20 10 0 0 10 20 30 40 50 60 70 80 90 Total Elapsed Time (min) B3 Flow Rate vs. Total Elapsed Time 260 240 224 E 200 m 180 to CC 160 • 140 120 100 0 5 10 15 20 25 30 35 40 45 50 Total Elapsed Time (min) Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6, 2017 Cl Flow Rate vs. Total Elapsed Time 20 15 10 N 5 co • • 4• .3 O LL -5 10 0 10 20 30 40 50 60 70 80 90 100 Total Elapsed Time (min) C2 Flow Rate vs. Total Elapsed Time 20 18 16 C 14 • 12 E 10 as 8 • 6 LL 4 2 0 10 20 30 40 50 60 70 80 90 100 Total Elapsed Time (min) Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 C3 Flow Rate vs. Total Elapsed Time 30 25 = 20 N• 15 • 10 11. 5 0 0 20 40 60 80 100 120 Total Elapsed Time (min) D1 Flow Rate vs. Total Elapsed Time 100 90 80 E 70 60 E 50 i4 40 • 30 IL 20 10 0 0 10 20 30 40 50 60 Total Elapsed Time (min) Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 D2 Flow Rate vs. Total Elapsed Time so 45 40 C 35 • 30 25 al 20 O 15 LL 10 5 0 0 20 40 60 80 100 Total Elapsed Time (min) El Flow Rate vs. Total Elapsed Time 200 180 160 c 140 120 m 100 al 80 ct O 60 LL 40 20 0 0 10 20 30 40 50 60 70 80 90 Total Elapsed Time (min) Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 E2 Flow Rate vs. Total Elapsed Time 50 45 40 • 35 • 30 E N 25 m- 20 • 15 - 10 5 0 0 50 100 150 200 Total Elapsed Time (min) Fl Flow Rate vs. Total Elapsed Time 30 25 • 20 E 15 triN o 5 LL 0 5 0 20 40 60 80 100 Total Elapsed Time (min) Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6,2017 F2 Flow Rate vs. Total Elapsed Time 0.5 0.4 0.3 c 0.2 E 0.1 E 0 N -0.1 0 -0.2 u -0.3 -0.4 0 10 20 30 40 50 60 70 Total Elapsed Time (min) Attachment E: Terms and Conditions Soil Infiltration Evaluation Report HydroGeo Project#17-304 Sparrow Hill Subdivision—Crozet, VA October 6, 2017 Attachment E: Terms and Conditions The information and conclusions presented in this report are based upon work conducted by HydroGeo staff trained in the performance of hydrologic field data collection in accordance with industry standards in place at the time the work was performed. The findings and conclusions of this work are based upon the professional judgment of HydroGeo personnel in light of the quality and quantity of data collected during the performance of this assessment. The conclusions presented herein are based on in-situ point data, and are deemed representative of the conditions at the testing locations at the time the tests were conducted. HydroGeo does not suggest the conclusions presented herein represent all areas of the Site nor that areas covered by this assessment are not subject to change.