Four Corner - Texas Water Development Board

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--- -· --. , ... - PROJECT: Preliminary Geotechnical Study Oaklake Estates Tract PROJECT NO. 98-1090 Fort Bend County, Texas BORING NO. B-2 CLIENT: Amvest Properties. Inc. DATE 4/27/98 Houston, Texas SHEET 1 - FIELD DATA I LABORATORY DATA DRILLING METHOD(Sl: Boring drilled using ' ATTERBERG dry auger drilling methods to 15 ft. and wet z! rotary drilling methods from 15 ft to 20 ft. 0 ~ LIMIT ;:: < X w z >- w a: GROUNDWATER INFORMATION: -'-' z 0 ~ :::> >ili w Water in open borehole encountered dunng drilling at about 10 h:. a:.·w >- >- .... ~ :i z "' en_ ~0 z >- :i .... < wz 0 :::; .... >- .., w - a:- ...J ~-~o> > .... a: "-o en 0 ~-~u..u!:: u :::; u u >-:::> u;J:u.. .... >-en CD u..oou.~...J >= w 0 >= >= u;u (!len "'>- :; ~ u;'tl~~~ a: zen 01,_0 "' z- wz ,.. ~ :::> 3 "' "' w'-'"' w -"' .... w ~I~~~~ o .... 0 < < wo g:zcn a: zo en .... .... Oz a:::;; ;:: :::> -z :::; ::::;wz .., :::> ...J "' "' ~::::; SURFACE ELEVATION: 0. ~ !~ ~ ~ ~ ~ 0 >-:::> .... "' oa:o z 0 0 w a:o < 00. .... 0 0 ~/Zi:~~~ ::::; LL PL PI 0. utit= .... U- ou DESCRIPTION OF STRATUM "' P= 1.7 24 Firm to stiff reddish brown and gray CLAY (CH) I 1 with roots to 1 ft 2 P=0.9 18 57 17 40 tan and gray with ferrous nodules below 2 ft 3 ~ 4 P= 1.7 15 ?;/, Stiff tan and gray SANDY CLAY !Cll .-:·· 5 with ferrous and calcareous nodules .-.:;,;., :-/ ~/ {; 6 - P=2.0 14 ;;;; /,,'f /, ~; 7 ;:~-~ 8 - ~/ p = 1.1 0 9 ~X '----' 10 11 17 115 1.1 5 6 Medium dense tan and gray SILTY SAND ISM) ~- : :. ·, I : ;. ··j 15 I ; 16 I 17 .I I 18 . I·. 19 I' 2..- 20 , .. 12 J I ~N->; 13 14 ,, t N =21 21 -200=27% with clay seams at 1 3. 5 ft Boring terminated at 20 ft ., ~~ ;;; REMARKS: N- STANDARD PENETRATION TEST RESISTANCE m ., 0 P- POCKET PENETROMETER RESISTANCE Borehole backfilled with soil cuttings on April 28. 1998. ., T- POCKET TORVANE SHEAR STRENGTH 0 ~ Paradigm Consultants, Inc. 0 Hand penetrometer measurements adjusted by a fac':.or of 0.6. - -
PROJECT: CLIENT: Preliminary Geotechnical Study Oaklake Estates Tract Fort Bend County, Texas Amvest Properties, Inc. Houston, Texas --- -· __ .,,, . ......,. PROJECT NO. 98-1090 BORING NO. B-3 DATE 4/27/98 1- 8 - 9 - 10 1 1 12 P=1.2 19 with sand seams at 9 h Medium dense reddish brown and light gray SILT' SAND ISMl 13 14 IX 15 f- N=26 24 -200 = 64% with clay seams and layers at 13.5 It 16 :1- 17 ' 18 19 t-- 20 ~x '- N=25 22 -200 = 12% Boring terminated at 20 h !1--N- STANDARD PENETRATION TEST RESISTANCE a; P- POCKET PENETROMETER RESISTANCE ~ T - POCKET TORVANE SHEAR STRENGTH REMARKS: Hand penetrometer measurements adjusted by a factor of 0.6. Borehole backfilled with soil cuttings on April 28. 1998. Paradigm Consultants, Inc.
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-- June 1, 1999 1420 \X:cst Mocking
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FINAL REPORT .... (I) c ctl a. (I)
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Four Comers Area Planning Report Ta
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Four Corners Area Planning Report T
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~ ____! Bayou ~Keegons BISSONNET (P
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1.3 AREA SOIL CONDITIONS Rust Envir
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The population of Fort Bend County
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and single family residential. Tabl
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The flora and fauna or the project
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Based on this preliminary investiga
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2.3.5 SUMMARY A thorough wetland de
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2.3.2. METHODOLOGY BCAD conducted a
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cay whatley '\. '\. ---~-- '\. '\
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construction. Visual observations a
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As of November 24, 1998, correspond
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lll'v122 - LECENU Sl'lllAl I lOUD H
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Test results received from the TNRC
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4.0 PROJECT JUSTIFICATION 4.1. EXIS
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t '"""'""'" --------=---= ...; ' '.
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and due to other factors not eviden
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for greater distances between lift
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and/or sewer capacity was currently
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Table 5.5.1 provides a summary of t
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6.1 WATER AND WASTEWATER SYSTEM LAY
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to the Four Comers area provided in
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and one pump station. The pump stat
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Gaines Road have dedicated right-of
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7.0 OPERATIONAL COSTS With the acqu
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stringent plumbing codes for new co
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2. Conservation-Oriented Water Rate
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• Identify other outdoor conserva
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ased upon guidelines established by
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wading pools, jacuzzi pools, hot tu
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( 4) Contamination of the water tra
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9.0 IMPLEMENTATION AND FUNDING PLAN
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Program or Agency Description This
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(3) The State staff will consult wi
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10.0 ALTERNATIVE WATER SUPPLY AND W
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The District is planning to expand
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FOUR CORNERS AREA WATER & WASTEWATE
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·o~c- 3-98 THU 12:54 MILLER & ASSO
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·-·~-- FOUR CORNERS AREA WATER &
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FOUR CORNERS AREA WATER & WASTEWATE
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-l nl ~~
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Mr. Frederick T. Werner U.S. Fish a
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Ms. Shannon Breslin Texas Parks and
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Mr. Robert W. Spain Texas Parks and
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Mr. Frederick T. Werner U.S. Fish a
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l ra ~~
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GEOTECHNICAL RECONNAISSANCE REPORT
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TABLE OF CONTENTS EXECUTIVE SUMMARY
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ILLUSTRATIONS SITE VICINITY MAP ...
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Available geotechnical data indicat
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SITE OVERVIEWS Detailed maps of eac
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study area ranges from approximatel
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some concrete pavements with curb a
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Bend County. The report's contents
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14. Geotechnical Study- Wastewater
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·-, J en P:: t:oJ t:oJ - z -c:.!l
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l I I -1 I l I I I --- l I I I I I
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J 95•45' 29' 52' JO" .,.,-.,u a,
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. -.- I! .; .·..- '-~:~ -- ·--_-~
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- APPENDIX A GEOLOGIC AND SUBSIDENC
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\.:.·-- IL / I ·y· I 1 ·~~~~ 1
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.
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APPENDIXB BORING LOGS AND SITE PLAN
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i I .- ~~ ! ::::' o< ' .... :I g I~
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LOG OF SOIL BORING Project Name: Ri
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Symbol Description KEY TO SYMBOLS S
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~ ' ~ ' \ , lJl"' 7/ TEST.,._.... /
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89-114G LOG OF BORING NO. B-2 (Staf
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REPORT N0.7
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LOG OF SOIL BORING Project Name: Pr
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LOG OF SOIL BORING Project Name: Pr
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Symbol Description Strata symbols S
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) ELDRIDGE ROAD--------- r!ELD I ri
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Project Name: Sugar Land Soccer Com
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Project Name: Sugar Land Soccer Com
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LOG OF SOIL BORING Project Name: Su
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LOG OF SOIL BORING Project Name: Su
Page 169 and 170: LOG OF SOIL BORING Project Name: Su
Page 171 and 172: REPORT NO. 10
Page 173 and 174: LOG OF SOIL BORING Project Name: Lo
Page 175 and 176: Project Name: Lost Creek Park Borin
Page 177 and 178: LOG OF SOIL BORING Project Name: Lo
Page 179 and 180: Project Name: Lost Creek Park Borin
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Page 185 and 186: Project Name: W. Airport Boring No.
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Page 189 and 190: - LOG OF SOIL BORING Project Name:
Page 191 and 192: LOG OF SOIL BORING Project Name: Pr
Page 199 and 200: RECEIVED OCT - 5 19~8 USFWS Clearla
Page 201 and 202: -. REPORT NO. 14 .. -'
Page 203 and 204: OCT. -08' 98 !THUI 16: 13 TC&B HOU
Page 205 and 206: OCT.-08'98(THU) 16:14 TC&B HOU LAND
Page 209 and 210: PROJECT: CLIENT: Geotechnical Utili
Page 211 and 212: PROJECT: CLIENT: FIELD DATA Geotech
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Page 219: PROJECT: CLIENT: FIELD DATA I z I 0
Page 225 and 226: C.OUNTY H!CH\IAY NO CC~TP.OL l!'E E
Page 227 and 228: ~I . § ~ ~ ~ i ~ ~ . ~ § . . ~ 0
Page 231 and 232: m ~M"7.13. 'l'f'xn111 IIJ~t·lln·n
Page 233 and 234: 'l'es:n• lllarhwuy DeJIBrtme-ut f
Page 235 and 236: .-' 'l'exa• IIIKh\VOf Ue-parCmeuC
Page 237 and 238: --·-- ·· TlilN ONLY ------- - £
Page 239 and 240: INTRODUCTION Rust Envirorunental &
Page 241 and 242: possesses high aesthetic value, or
Page 243 and 244: DISCUSSION AND CONCLUSIONS CUMMINGS
Page 245 and 246: --... ·--·-... .. etSSONNET (PROP
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Page 250: 'he·ad l!ilr66" fN -. ,.,_...., t
Page 253 and 254: ~ ' .. •· Page Wft~S Analysis Re
Page 255 and 256: Page 2 Sprint-Fort Bend County Land
Page 257 and 258: Page4 Sprint-Fort Bend County Landf
Page 259 and 260: GROUNDWATER MONITORING REPORT Janua
Page 263 and 264: -- ~:- ,____ . GROUNDWATER MONITORI
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GROUNDWATER MONITORING REPORT Janua
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GROUNDWATER MONITORING REPORT Octob
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GROUNDWATER MONITORING REPORT _octo
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TEXAS NATURAL RESOURCE CONSERVATION
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HEAVY METALS (mgll) Arsenic Barium
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TEXAS NATURAL RESOURCE CONSERVA noN
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---- ... TEXAS NATURAL RESOURCE CON
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10 0:5!98 ~0~ 13:19 F.U :512 438 7~
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10,-:15do .!!0.\ tJ: 20 F.U 512 ~58
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10;'15/98 HOC\ lJ: 21 F.H 512 458 7
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Texas Department of Health 110() Wc
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Laboratories Certified for Drinking
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l.· Cbelrii.cal Ca~orie~t lind \·
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1 Cbeii.J8it C•tegOfieii and •
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~~:=,~~~n··I·AU'"~;~ ··~· •
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PRELIMINARY ENGINEERING REPORT FOR
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Four Corners Area Water and Sewer F
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iggest factor controlling the regio
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• Upland areas or primarily uplan
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northwestern section of the project
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E. Area's Potential Endangered Spec
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nM22 Ill LtGtNU SP[CIAL fLOOD HAZAR
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I, 150 in 1998 to 2,200 in the Year
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-- II. Existing Facilities A. Exist
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complaints is evidence of the press
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Under the Kingsbridge MUD and North
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The streets within the Atanacia Mar
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FOUR CORNERS WATER AND SEWER ALTERN
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COST SUMMARY WATER DISTRIBUTION & W
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system. This allows Four Corners a
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TEXAS WATER DEVELOPMENT BOARD .. \X
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10 0:5!98 ~0~ 13:19 F.U :512 438 7~
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10,-:15do .!!0.\ tJ: 20 F.U 512 ~58
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10;'15/98 HOC\ lJ: 21 F.H 512 458 7
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Texas Department of Health 110() Wc
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Laboratories Certified for Drinking
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l.· Cbelrii.cal Ca~orie~t lind \·
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1 Cbeii.J8it C•tegOfieii and •
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~~:=,~~~n··I·AU'"~;~ ··~· •
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PRELIMINARY ENGINEERING REPORT FOR
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Four Corners Area Water and Sewer F
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iggest factor controlling the regio
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• Upland areas or primarily uplan
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northwestern section of the project
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E. Area's Potential Endangered Spec
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nM22 Ill LtGtNU SP[CIAL fLOOD HAZAR
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I, 150 in 1998 to 2,200 in the Year
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-- II. Existing Facilities A. Exist
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complaints is evidence of the press
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Under the Kingsbridge MUD and North
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The streets within the Atanacia Mar
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FOUR CORNERS WATER AND SEWER ALTERN
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COST SUMMARY WATER DISTRIBUTION & W
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system. This allows Four Corners a
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TEXAS WATER DEVELOPMENT BOARD .. \X
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Four Corner - Texas Water Development Board

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