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Home My WebLink AboutWC195433R2r---------------, I II .,B-2 I -$-B-3 ), .;~ "<~; WALL STREET (, I --..::r I I PROPOSED BUILDING I L-;J -$-B-1 ,I...___________ I I I I t;"..J r..J :~ I tH ~ CIj ffi ~ f!l ~ CIj LEGEND: -$-Boring Location o 25 50 FEET ,...___ f APPROXIMATE SCALE PLAN OF BORINGS Ellerbee Walczak, Inc.L=a~11 Wright Office Building Wall Street & Scribner Street EWI Project No. WC195433 Grapevine, Texas Ellerbee-Walczak, Inc. BORING NUMBER B-14501 Broadway Avenue PAGE 1 OF 1Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT Wright Construction PROJECT NAME Wright Office Building PROJECT NUMBER WC195433 PROJECT LOCATION Wall St & ... -'L 'St. GI -,TX DATE STARTED 12116/19 COMPLETED 12116/19 GROUND ELEVATION N/A GROUND WATER LEVELS: DRILLING METHOD Continuous Flight Auger AT TIME OF DRILLING 23.0 ft .!: AT END OF DRILLING 24.0 ft NOTES AFTER DRILLING -- (/) A, '-'MIT! ,~ IW ~ ~ w~ ZIL 0 W0 ~ CO....; LL-a::~ ~ I::r:: :I:(!) out: !::'5' ::>10 Z~I-~ MATERIAL DESCRIPTION w ,~o-_ o-!!l I-z QI-x O~ILl!:: ILo ..J E-CI)C:~"" zQ. (/)w i=!:: ~w oew~ ~..J IL (/)8l-~(/)(I) ::>~ -I::>(/):E0 :E ~ ti ~ ~ a.Q.. >oz o~ ::5::J 1-0 (/)(!) .2 0(1):;2" a:: :EO ::J..J (/)z W<1: COcl-Q.. .. o 0 0 IL ::5Z 0 (/) :z;:u'1i5~ IL u::: Dark brown clayey sand IX 55 N=5 14 26 16 10 27- -Rcudi$h-brown clayey sand -IX 55 N =11 14 30 16 14 5 I Light brown sandy clay IX 55 N = 15 13 49 18 31- Gray and brown clay -5T P= 3,5 20 61 22 39 10 - 5T P=3,O ---1.L -.',.' :':>, Light tan cemented silty sand 0 ~ '", ~ ..,:> ':'-:, '/' IX~ 55 N = 50/2" ~ (' ~ ',' :", :,:'::,::': " ::::' ):': ~ -:;.:,:~::, ~,:'. , :", ~ IXiii -': ,:/ 55 N:; 50/3" 25 :'::, • Bottom of hole at 25 feet. FIGURE 2 0 ~ b ~ <I) ::::> I-z S ..., 0.. (!) ,.; '" ~ ~ <I) z ::ll ::::> oJ 0 c..l ::c <Xl ::c c..l UJ I 0 UJ (!) Ellerbee-Walczak, Inc. 4501 Broadway Avenue Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT Wright Construction PROJECT NUMBER DATE STARTED 12116/19 COMPLETED ~'-'-"'~__ DRILLING METHOD Continuous Flight Auger NOTES MATERIAL DESCRIPTION Brown clayey sand Reddish-tan and brown clayey sand Reddish-brown clayey sand Gray and brown clay -Light tan and brown clay - Brown and light tan cemented silty sand Bottom of hole at 25 BORING NUMBER B-2 PAGE 1 OF 1 PROJECT NAME Wright Office Building PROJECT LOCATION GROUND ELEVATION -ON=/A'-'--___ GROUND WATER LEVELS: AT TIME OF DRILLING ~.L-____________ AT END OF DRILLING -,D~ry.L-____________ AFTER DRILLING '"w ~ ~a. .Q ~ tIl. ....: oLi: LL:c w ~~S-c~~...J a. ~ <1> Iii IS :itt ~ .Q£6lii~··III el-a. .. 0C/) :z-:o.:Ii5~ I Z W ~ I 0 z~ i=!:: -x O:;R ~w oe...C/):i 1-0 C/):5:::i C/)z w a. :5z a. iL P =0.75 10 17 16 21 16 28 14 14 21 34 20 14 ST P=3.5 63 25 38 ST P =4.5+ 18 42 18 24 SS N =50/4" FIGURE 3 Ellerbee-Walczak, Inc. BORING NUMBER B-34501 Broadway Avenue PAGE 1 OF 1 Haltom City, Texas 76117 Telephone: 817-759-9999 Fax: 817-759-1888 CLIENT Wright Construction PROJECT NAME Wright Office Building PROJECT NUMBER WC195433 PROJECT LOCATION Wall St. &.,. _I~ •St. ~, TX DATE STARTED 12/16/19 COMPLETED 12/16/19 GROUND ELEVATION -=N=/A=-..:....-___ GROUND WATER LEVELS: DRILLING METHOD Continuous Flight Ayger AT TIME OF DRILLING -.!D~I'Y.L-____________ AT END OF DRILLING -'D""I'YCL-____________ NOTES AFTER DRILLING - I I-~ Q.~ Cl 0 - ' .. -I-ST Qu!: 8.32 108 19Reddish-tan sandy clay - ST P =4.5+ 5 I~ Bottom of hole at 5 feet. en z ::!: :::> ..J o () :r CD :r () w Io ~L_____L_~_______________________________________~______________~__~__~__~~__~__~ () Ie!) MATERIAL DESCRIPTION 0.0 w~ ~..J e!) Light tan and brown clayey sand .. N=8 18 32 18 14 FIGURE 4 SOIL CLASSIFICATION CHART SYMBOLSMAJOR DIVISIONS GRAPH LETTER CLEAN GWGRAVEL GRAVELS AND FRACTION FRACTION GRAVELLY SOILS (LITTLE OR NO FINES) GP COARSE GRAINED GRAVELS WITH MORE THAN 50% GMFINESSOILS OF COARSE RETAINED ON NO. 4 SIEVE (APPRECIABLE GCAMOUNT OF FINES) CLEAN SANDS SWSANDMORE THAN 50% OF MATERIAL IS AND LARGER THAN SANDY NO. 200 SIEVE SOILS (LITTLE OR NO FINES) SIZE SP SANDS WITH SMMORE THAN 50% FINES OF COARSE PASSING ON NO. 4 SIEVE (APPRECIABLE AMOUNT OF FINES) SC ML MORE THAN 50% OF MATERIAL IS MHSMALLER THAN NO. 200 SIEVE SIZE SILTS LIQUID LIMIT AND CHGREATER THAN 50 CLAYS TYPICAL DESCRIPTIONS WELL-GRADED GRAVELS, GRAVEL SAND MIXTURES, LITTLE OR NO FINES POORLY -GRADED GRAVELS, GRAVEL -SAND MIXTURES, LITTLE OR NO FINES SILTY GRAVELS, GRAVEL -SAND SILT MIXTURES CLAYEY GRAVELS, GRAVEL -SAND CLAY MIXTURES WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES POORLY-GRADED SANDS, GRAVELLY SAND, LITTLE OR NO FINES SILTY SANDS, SAND -SILT MIXTURES CLAYEY SANDS, SAND -CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY INORGANIC CLAYS OF LOW TO SILTS MEDIUM PLASTICITY, GRAVELLY LIQUID LIMIT FINE AND CL CLAYS, SANDY CLAYS, SILTY LESS THAN 50GRAINED CLAYS CLAYS, LEAN CLAYS SOILS ORGANIC SILTS AND ORGANIC OL SILTY CLAYS OF LOW PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS INORGANIC CLAYS OF HIGH PLASTICITY ORGANIC CLAYS OF MEDIUM TO OH HIGH PLASTICITY, ORGANIC SILTS PEAT, HUMUS, SWAMP SOILS WITH HIGHLY ORGANIC SOILS PT HIGH ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS Figure 5