1
FEET 200 150 100 50 SL -50 -100 -150 -200 -250 -300 -350 -400 -450 FEET 200 150 100 50 SL -50 -100 -150 -200 -250 -300 -350 -400 -450 268 309 67 55 289 290 189 178 GT-42 55 25 39 GT-191 155 121 GTB-88 155 140 74 GT-147 96 GT-41 41 9 27 GT-181 38 7 23 GT-165 45 20 Total depth not given F-5 38 56% total sand Base of Qal GT 133-18 42 10 29 GT-5/16 49 -25 25 GT 133-1 43 3 20 -10 -250 J-4 50 -68 -250 J-3 50 100% sand 10% sand GT 133-17 47 9 15 -304 F-6 48 40% sand 50% sand ND Base of Qal 4 GT-143 45 29 17 GT-146 47 27 13 GT-139 47 28 -400 D-14 30 Did not reach bedrock GT-35 26 -52 5 Mount Ida Mt Vernon Ave Del Ray Four Mile Run Beverley Park Old Dominion Blvd Monticello Park Russell Road Jefferson Park Beverley Hills Old Town North End FOUR MILE RUN MOUNT IDA POTOMAC YARDS EISENHOWER VALLEY OLD TOWN Kpch Qto Kpcs Kpcc Qa Qc Qc Qc Tc Tc Tcg Tcm af c s s Tbg Tbm Tbg Kpcv OCs RCSZ OCs Kpcs Kpcv Kpch Kpch Tbg Kpcs? Kpcv? Kpch? Kpa? g af Qto-c Qto Qto Qto-c Qto-c af Qs Qto-c g Oc g Qto-c Qs af ? ? ? ? NW C SE C’ BEVERLEY HILLS GEOLOGIC CROSS SECTION by Anthony H. Fleming, 2015 City of Alexandria, Virginia Geologic Atlas of the City of Alexandria, Virginia and Vicinity – Plate 2C 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET VERTICAL EXAGGERATION 20X SEE PLATE 5 FOR EXPLANATION OF MAP UNITS EXPLANATION OF CROSS SECTION SYMBOLS: WATER WELL WELL ID NUMBER AND SURFACE ELEVATION (SOURCE: J-JOHNSTON; D-DARTON; F-FROELICH) WELL CASING WATER LEVEL WELL SCREEN REPORTED BEDROCK LITHOLOGY BOTTOM ELEVATION % SAND IN 100-FT INTERVAL REPORTED BY FROELICH (1985) BEDROCK SURFACE BOREHOLE IN BEDROCK schist 147 J-60 250 195 70% sand 10% sand GEOTECHNICAL BORING SITES 127 GT-27 222 147 ID NUMBER AND HIGHEST SURFACE ELEVATION APPROXIMATE LATERAL AND VERTICAL EXTENT OF SITE ALONG CROSS SECTION LINE WATER LEVEL BOTTOM ELEVATION OF DEEPEST BORING GT 133-15 42 2 17 NOTE: GEOTECHNICAL BORING SITE #133 CONSISTS OF 25 BORINGS DISTRIBUTED ALONG THE ROUTE OF A TWO MILE LONG TRUNK SEWER. ICONS SHOWN ON THE CROSS SECTION INDICATE THE LOCATIONS, IDENTITIES, DEPTHS, AND WATER LEVELS OF THE INDIVIDUAL BORINGS 119 210 132 WATER LEVELS REPORTED IN WELLS AND GEOTECHNICAL BORINGS WATER LEVEL MEASURED IN WELL OR CASED GEOTECHNICAL BORING COMPLETED IN THE CAMERON VALLEY SAND (LOWER AQUIFER OF THE POTOMAC FORMATION) WATER LEVEL MEASURED IN 1976 FROM WELL COMPLETED IN CAMERON VALLEY SAND (JOHNSTON AND LARSON, 1977) WATER LEVEL MEASURED IN WELL OR GEOTECHNICAL BORING COMPLETED IN OTHER AQUIFERS. MAY REPRESENT A COMPOSITE OR AVERAGE WATER LEVEL AT GEOTECHNICAL SITES WITH MANY BORINGS OTHER SYMBOLS SURFACE EXPOSURE. SOME EXCAVATIONS COINCIDE WITH GEOTECHNICAL BORING SITES GRAVELLY ZONES IN THE OLD TOWN TERRACE REPORTED IN GEOTECHNICAL BORINGS ORGANIC ZONES REPORTED IN GEOTECHNICAL BORINGS FROM THE POTOMAC FORMATION, QUATERNARY ALLUVIUM, AND OTHER SEDIMENTS. INCLUDES WOOD, PEAT, LIGNITE, LEAVES, DARK ORGANIC SILT, AND OTHER ORGANIC MATERIAL INTERSECTION WITH ANOTHER CROSS SECTION. CROSS SECTIONS ARE DISTINGUISHED BY NAME AND COLOR-CODED SECTION LINES AND TITLES SPECULATIVE POST-CRETACEOUS FAULT OR FLEXURE ASSOCIATED WITH THE ROCK CREEK SHEAR ZONE 47 g ORG MOUNT IDA The cross sections are intended to be used together with the The large gravel-filled channel beneath Old Town is recognized in GEOLOGIC CROSS SECTION 2C– BEVERLEY HILLS other maps, particularly Plate 5, to illustrate the third dimension of a few geotechnical boring sites and appears in other cross Cross section 2C extends southeast from near the map units. Contacts between map units are approximately sections that traverse Old Town. the Old Town waterfront. The section traverses nearly the entire located; the abundance of control points (surface exposures, width of the Old Town terrace between Old Town and Del Ray, as wells, geotechnical boring sites) along the cross section provides By virtue of its orientation, the Beverley Hills cross section well as a large swath of the northeastern highlands. The view is a general indication of the reliability of contact locations. Map probably comes the closest of all the sections to paralleling the generally to the northeast along the section line, which locally units are depicted using the same colors, patterns, and labels as regional dip of the bedrock surface and the depositional axis of bends to take in the locations of nearby geotechnical boring sites, on Plate 5, and the explanation of map units on Plate 5 serves as the Potomac Formation. Heterogeneous sediments of the historical water wells, and significant natural areas (e.g., the legend. The section also depicts some bedrock units and a Chinquapin Hollow member make up the great bulk of the outcrop Monticello and Beverley Parks) where many outcrops are few gravelly zones in the Old Town terrace that are present only area of the formation in this section; however, the character of the present. These features, and other sites of cultural, historical, and in the subsurface, and thus do not appear on Plate 5. formation at depth, and the eastward continuity of the individual environmental interest. are indicated by labels and symbols along The Beverley Hills section illustrates the general eastward units from their outcrop areas further to the west, are highly the cross section. The specific location of the cross section is thickening of the Old Town terrace, as well as local stratigraphic speculative, especially beneath Old Town, where only a handful indicated on Plate 1 by a dark green section line. details, as deduced from subsurface data and geomorphology. of old wells penetrate to such great depth. City–which separates the relatively level and low-lying Old Town terrace from the elevated and strongly dissected uplands that Four Mile Run to comprise the northeastern quadrant of the City. Part of this scarp coincides with the magnetically defined trace of the Rock Creek Shear Zone, raising the question of whether its location may be partly tectonically influenced. The northward extension of a fault or flexure postulated on sections further south appears as the queried fault at the base of the scarp. The sharp increase in slope of the bedrock surface below Old Town could also be attributable to another fault, as discussed in chapter 8. The dominant physiographic feature is the east-facing Mount Ida escarpment – one of the most imposing natural landmarks in the ? ?

GEOLOGIC CROSS SECTION SE BEVERLEY HILLS...290 189 178 GT-42 55 25 39 GT-191 155 121 GTB-88 155 140 74 GT-147 96 GT-41 GT41 9 27-181 38 7 23 GT-165 45 20 Total depth not given F-5

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  • FEET

    200

    150

    100

    50

    SL

    -50

    -100

    -150

    -200

    -250

    -300

    -350

    -400

    -450

    FEET

    200

    150

    100

    50

    SL

    -50

    -100

    -150

    -200

    -250

    -300

    -350

    -400

    -450

    268

    309

    67

    55

    289290

    189

    178

    GT-42 55

    25

    39

    GT-191 155

    121

    GTB-88 155140

    74

    GT-147 96

    GT-41 41

    9

    27

    GT-181 38

    7

    23

    GT-165 45

    20

    Totaldepth

    not given

    F-5 38

    56

    %

    tota

    l sa

    nd

    Ba

    se o

    f Q

    al

    GT133-18 42

    10

    29

    GT-5/16 49

    -25

    25

    GT133-1 43

    3

    20

    -10

    -250

    J-4 50

    -68

    -250

    J-3 50

    100%

    sand

    10

    % s

    an

    d

    GT133-17 47

    9

    15

    -304

    F-6 48

    40

    % sa

    nd

    50%

    sa

    nd

    ND

    Base o

    f Q

    al 4

    GT-143 45

    29

    17

    GT-146 47

    27

    13

    GT-139 47

    28

    -400

    D-14 30

    Did

    not

    reach

    bedro

    ck

    GT-35 26

    -52

    5

    Mount Ida

    Mt Vernon Ave

    Del RayFourMileRun

    Beverley Park

    Old Dominion Blvd

    Monticello Park

    Russell Road

    Jefferson Park

    Beverley Hills

    Old TownNorth End

    FOUR MILE RUN

    MOUNT IDA

    POTOMAC YARDS

    EISENHOWER VALLEY

    OLD TOWN

    Kpch

    Qto

    Kpcs

    Kpcc

    Qa

    Qc

    Qc

    Qc

    Tc

    Tc

    Tcg

    Tcm

    af

    c

    s s

    Tbg

    Tbm

    Tbg

    Kpcv

    OCs

    RCSZ

    OCs

    Kpcs

    Kpcv

    Kpch

    Kpch

    Tbg

    Kpcs?

    Kpcv?

    Kpch?

    Kpa?

    g

    afQto-c

    Qto

    Qto

    Qto-cQto-caf

    Qs

    Qto-c

    g

    Oc

    g

    Qto-c

    Qs

    af

    ??

    ??

    NW C SEC’

    BEVERLEY HILLS GEOLOGIC CROSS SECTION

    by Anthony H. Fleming, 2015

    City of Alexandria, Virginia Geologic Atlas of the City of Alexandria, Virginia and Vicinity – Plate 2C

    1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000

    FEET

    VERTICAL EXAGGERATION 20XSEE PLATE 5 FOR EXPLANATION OF MAP UNITS

    EXPLANATION OF CROSS SECTION SYMBOLS:

    WATER WELLWELL ID NUMBER AND SURFACE ELEVATION(SOURCE: J-JOHNSTON; D-DARTON; F-FROELICH)

    WELL CASING

    WATER LEVEL

    WELL SCREEN

    REPORTED BEDROCK LITHOLOGY

    BOTTOM ELEVATION

    % SAND IN 100-FT INTERVAL REPORTED BY FROELICH (1985)

    BEDROCK SURFACE

    BOREHOLE IN BEDROCK

    sch

    ist

    147

    J-60 250

    195

    70

    % s

    an

    d1

    0%

    sa

    nd

    GEOTECHNICAL BORING SITES

    127

    GT-27 222

    147

    ID NUMBER AND HIGHEST SURFACE ELEVATION

    APPROXIMATE LATERAL ANDVERTICAL EXTENT OF SITEALONG CROSS SECTION LINE

    WATER LEVEL

    BOTTOM ELEVATION OF DEEPEST BORING

    GT133-15 42

    2

    17

    NOTE: GEOTECHNICAL BORING SITE #133 CONSISTS OF 25 BORINGS DISTRIBUTED ALONG THE ROUTE OF A TWO MILE LONG TRUNK SEWER. ICONS SHOWN ON THE CROSS SECTION INDICATE THE LOCATIONS, IDENTITIES, DEPTHS, AND WATER LEVELS OF THE INDIVIDUAL BORINGS

    119

    210

    132

    WATER LEVELS REPORTED IN WELLS AND GEOTECHNICAL BORINGS

    WATER LEVEL MEASURED IN WELL ORCASED GEOTECHNICAL BORING COMPLETEDIN THE CAMERON VALLEY SAND (LOWERAQUIFER OF THE POTOMAC FORMATION)

    WATER LEVEL MEASURED IN 1976 FROM WELL COMPLETED IN CAMERON VALLEY SAND (JOHNSTON AND LARSON, 1977)

    WATER LEVEL MEASURED IN WELL OR GEOTECHNICAL BORING COMPLETED INOTHER AQUIFERS. MAY REPRESENT A COMPOSITE OR AVERAGE WATER LEVEL AT GEOTECHNICAL SITES WITH MANY BORINGS

    OTHER SYMBOLS

    SURFACE EXPOSURE. SOME EXCAVATIONS COINCIDE WITH GEOTECHNICAL BORING SITES

    GRAVELLY ZONES IN THE OLD TOWN TERRACE REPORTED IN GEOTECHNICAL BORINGS

    ORGANIC ZONES REPORTED IN GEOTECHNICALBORINGS FROM THE POTOMAC FORMATION, QUATERNARY ALLUVIUM, AND OTHER SEDIMENTS.INCLUDES WOOD, PEAT, LIGNITE, LEAVES, DARKORGANIC SILT, AND OTHER ORGANIC MATERIAL

    INTERSECTION WITH ANOTHER CROSS SECTION.CROSS SECTIONS ARE DISTINGUISHED BY NAMEAND COLOR-CODED SECTION LINES AND TITLES

    SPECULATIVE POST-CRETACEOUS FAULT OR FLEXURE ASSOCIATED WITH THE ROCK CREEKSHEAR ZONE

    47

    g

    ORG

    MOUNT IDA

    The cross sections are intended to be used together with the The large gravel-filled channel beneath Old Town is recognized in GEOLOGIC CROSS SECTION 2C– BEVERLEY HILLSother maps, particularly Plate 5, to illustrate the third dimension of a few geotechnical boring sites and appears in other cross Cross section 2C extends southeast from near the map units. Contacts between map units are approximately sections that traverse Old Town. the Old Town waterfront. The section traverses nearly the entire located; the abundance of control points (surface exposures, width of the Old Town terrace between Old Town and Del Ray, as wells, geotechnical boring sites) along the cross section provides By virtue of its orientation, the Beverley Hills cross section well as a large swath of the northeastern highlands. The view is a general indication of the reliability of contact locations. Map probably comes the closest of all the sections to paralleling the generally to the northeast along the section line, which locally units are depicted using the same colors, patterns, and labels as regional dip of the bedrock surface and the depositional axis of bends to take in the locations of nearby geotechnical boring sites, on Plate 5, and the explanation of map units on Plate 5 serves as the Potomac Formation. Heterogeneous sediments of the historical water wells, and significant natural areas (e.g., the legend. The section also depicts some bedrock units and a Chinquapin Hollow member make up the great bulk of the outcrop Monticello and Beverley Parks) where many outcrops are few gravelly zones in the Old Town terrace that are present only area of the formation in this section; however, the character of the present. These features, and other sites of cultural, historical, and in the subsurface, and thus do not appear on Plate 5. formation at depth, and the eastward continuity of the individual environmental interest. are indicated by labels and symbols along

    The Beverley Hills section illustrates the general eastward units from their outcrop areas further to the west, are highly the cross section. The specific location of the cross section is thickening of the Old Town terrace, as well as local stratigraphic speculative, especially beneath Old Town, where only a handful indicated on Plate 1 by a dark green section line. details, as deduced from subsurface data and geomorphology. of old wells penetrate to such great depth.

    City–which separates the relatively level and low-lying Old Town terrace from the elevated and strongly dissected uplands that Four Mile Run to comprise the northeastern quadrant of the City. Part of this scarp coincides with the magnetically defined trace of the Rock Creek Shear Zone, raising the question of whether its location may be partly tectonically influenced. The northward extension of a fault or flexure postulated on sections further south appears as the queried fault at the base of the scarp. The sharp increase in slope of the bedrock surface below Old Town could also be attributable to another fault, as discussed in chapter 8.

    The dominant physiographic feature is the east-facing Mount Ida escarpment – one of the most imposing natural landmarks in the

    ? ?