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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 <br />/ <br />J'1Tr <br />/ <br />/ <br />/ <br />J <br />K <br />r/ <br />I <br />/ <br />/ <br />I <br />r <br />r <br />I <br />1 <br />I C <br />1 <br />i <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />op <br />1 <br />I <br />I <br />I \ <br />I <br />I <br />/ <br />1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />f <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />\ I <br />Jl <br />` I <br />Jl 1 <br />I <br />1 <br />I <br />1 <br />I <br />I <br />1 <br />I <br />/ <br />/ <br />/ <br />/ <br />I <br />I <br />I <br />I <br />I <br />11 <br />II <br />1 <br />I <br />I <br />i <br />I <br />1 <br />I <br />/ I <br />I <br />I <br />r <br />i <br />1 <br />l <br />N <br />GAR -30 <br />r <br />1 <br />sII V Ei� <br />J <br />\ f <br />'� <br />I <br />I <br />F <br />1 <br />7 <br />20 <br />GAR -18 <br />O <br />Scale Is I "= 200' 1.2400 <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 />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 unpublished USGS map; Lee and Froelich, 1989) 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 <br />7 <br />Jtr <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 <br />✓ Im <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. <br />ar In <br />Cath Creek <br />P <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. <br />