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PLATE 2 PROPOSED SITEPLANfor the BARCLA YRIDGE SECTIONIIIA -3 SUBDIVISION, LOUDOZIN COUNTY, VIRGINIA
<br />[—A] Site Layout and Proposed Test Well Locations
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<br />Scale Is I "= 200' 1.2400
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<br />I9 `feet above sea level) 9F�, .��.. ... f`. /ifA;a4ea )evel}l0... ,� I 1 t -- i i�i i I - iif Proposed Road
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<br />Emery & Garrett Groundwater, Inc. 56Mam Street, Meredith, NH 03253
<br />6.
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<br />Contour Interval = 5'
<br />Polyconic Projection,
<br />1927 North American Datum.
<br />lot lines, drainfields, topography
<br />and streams from Williamsburg
<br />U1,k1 Environmental Group, Inc. file
<br />zone 1S acquired 8/28/00.
<br />BAR CLAYRIDGESECTIONIIIA -3 SUBDIVISION
<br />DETAILED HYDRO- STUDYINVESTIGATION
<br />SITEPLAN, CROSS- SECTIONand
<br />Legend for Bedrock Geology
<br />Job Number:
<br />VA0600967- -J
<br />Date:
<br />February, 2001
<br />PLATE2
<br />(after Weems. unpublished USGS map; Lee and Froelich, 1989)
<br />Turkey Run
<br />Predominantly sandstone, dark —red to medium— grayish — green, feldspathic,
<br />micaceous, ripple— laminated and crossbedded, thin — bedded to massive, very fine
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<br />Formation
<br />to coarse— grained; siltstone and shale, dusky —red to greenish —gray, carbonuceaus
<br />in places, micromicaceous, continuous lowland between low linear ridges of
<br />Hickory Grove and Sander Basalt; in places consists of alternating 5— to 10 —m
<br />thick, upward— fining and upword — coarsening cycles of sandstone, siltstone, and
<br />shale. Unit averages 300 m in thickness.
<br />Hickory Grove
<br />Medium— to dark —gray, very fine to very coarse crystalline; mostly equiangular
<br />and holocrystalline but locally vesicular; euhedral or subhedrol crystals of
<br />Jhg
<br />Basalt
<br />plagioclase occur in a groundmass of subhedral to euhedral ougite with scattered
<br />grains of magnetite and ilmenite. Vesicles present mainly in the upper part of
<br />the sequence. Well — developed columnar joints in some areas. Forms low linear
<br />strike ridges in west — central Culpeper basin, estimated to be as much as 212
<br />m thick.
<br />Midland
<br />Predominantly sandstone, dark —red to reddish — brown, fine —to medium — grained,
<br />7
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<br />micaceous, feldspathic, in places crossbedded and ripple — laminated; in places
<br />Formation
<br />associated with lenticular conglomerate and pebbly sandstone is interbedded with
<br />siltstone, dark —red to dusky —red and greenish —gray, micromicaceous,
<br />ripple — laminated; and silty shale, dark —red, greenish —gray, dark —gray, calcareous,
<br />microlaminated, fossiliferous, and thin — bedded, gray, argillaceaus limestone. Unit
<br />generally poorly exposed, forming a lowland between low discontinuous strike
<br />ridges of Hickory Grove and Mount Zion Church basalts. Unit is as much as
<br />300 m thick, but overages 150 m
<br />Mount Zion Church
<br />Medium —gray and dark —gray; very fine to medium — crystalline; porphyritic,
<br />Jmz
<br />vesicular, and amygdaloidal in part mostly equiangular and holocrystalline;
<br />S
<br />Basalt
<br />ougite and plagioclase display ophitic or subophitic texture. Vesicles are
<br />scattered, but mostly concentrated in the upper part of the sequence. Well
<br />developed columnar joints are common. Locally contains irregular lenses of
<br />grayish —red to dark —red siltstone and sandstone. Exposed only as isolated,
<br />narrow linear outcrops in Prince William and Fauquier Counties, VA. Estimated
<br />to be as much as 140 m thick.
<br />J7'rG.
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<br />Cath Creek
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<br />Sandstone, very dark red to dusky —red, micaceous, feldspathic, pebbly; indurated
<br />in places; overlain by siltstone, dusky —red, sandy, micromicaceous, interbedded
<br />Formation
<br />with minor amounts of red —brown to olive —gray, thin — bedded to laminated, silty
<br />Goose Creek Member
<br />Conglomerate
<br />shale.
<br />Conglomerate. containing many cobbles and pebbles of quartzite,
<br />vein quartz, and minor limestone in acoarse— grained, reddish — brown,
<br />reddish —bra
<br />grkosic
<br />,
<br />sandstone
<br />arkosic sandstone matrix.
<br />Paleo Lake Bed Shorelines
<br />. .. .. — 00' . Ica add 2 1 _ 1 0' :. �� - ii /��_ : - r I U l
<br />;/ . . .... ..... ... /.,/. /�.7. /.J.. ./\ /�y� �tioriz . sggfa: i - �¢r1 . ). ( / \ _ ... _ �y /�\. �. '/ .. /7 / i
<br />I9 `feet above sea level) 9F�, .��.. ... f`. /ifA;a4ea )evel}l0... ,� I 1 t -- i i�i i I - iif Proposed Road
<br />I - . f , f, ropo
<br />Emery & Garrett Groundwater, Inc. 56Mam Street, Meredith, NH 03253
<br />6.
<br />GN
<br />TN'
<br />NN
<br />v zo'
<br />Contour Interval = 5'
<br />Polyconic Projection,
<br />1927 North American Datum.
<br />lot lines, drainfields, topography
<br />and streams from Williamsburg
<br />U1,k1 Environmental Group, Inc. file
<br />zone 1S acquired 8/28/00.
<br />BAR CLAYRIDGESECTIONIIIA -3 SUBDIVISION
<br />DETAILED HYDRO- STUDYINVESTIGATION
<br />SITEPLAN, CROSS- SECTIONand
<br />PROPOSED TEST WELL LOCATIONS
<br />Job Number:
<br />VA0600967- -J
<br />Date:
<br />February, 2001
<br />PLATE2
<br />file: V.\va \Garcia \nna1H— A3\Workfng \CAD \GAR— A3.dwg; sheet: Plate2 A -3
<br />Emery & Garrett Groundwater, Inc.
<br />56 Mein Street
<br />Meredith, NH 03253
<br />Chantilly, VA Waterville, ME.
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