Four Corner - Texas Water Development Board

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~ PROJECT: CLIENT: Geotechnical Utility Study Village of Oak Lake - Section 4 Fort Bend County, Texas Oak Lake Estates, Ltd. Houston, Texas LU\..J Ur OUt\11\1\..J PROJECT NO. 98-1127 BORING NO. B-2 DATE 7/29/98 FIELD DATA I LA SORA TORY DATA A HERBERG z 0 LIMITS >= < X w z * >- w c:: ;::!:2. z w 0 :::l a:"' >- >- :;!; ~a z >- ~ * z 0 ~ ::; > ,_..., >- w -' 1-1-0> >- - < "'- a:- wz 0 ~o-u..•u~ u ::; Q > >- a: ;::: u "-o u..oow~ w u;~I.L "' ~a >- ::; 0 ;::: "' tn•.ncnC::< a: >- z- -:::l -' 0 w \
PROJECT: CLIENT: FIELD DATA Geotechnical Utility Study Village of Oak Lake - Section 4 Fort Bend County, Texas Oak Lake Estates, Ltd. Houston, Texas z 0 ~~ ·-o~ 1- JAI~IMITC:: ·- .... w z 0 ~ X LABORATORY DATA w ,_ z ~ z !:: :1 - ,_.., z ...J 0 u ;'11 :::; ~ ~ :~ < 0 1!':" i a: ~ ~ :.&.1.1.. u 550 CD 0::: 00~~ w ,_ (/) :::< :: a: "'"'"' z- I~ il >- = ::l I ~~3 ,_ w"' w ,_ a: (/) (/) 0~ ...J ::l c.. ! I OOu~ 6 >-::l ...J 6 w \~,jz::~~ :::< a::o (/) 0 LLIPL PI Oc.. tnt: u.. < 1 2 3 - ~ P=2.7 16 P=2.7 12 45 18 27 w a: ~ "-o (!l(J) z - -"' -z zo u..::l zo 0 "- U- u; ,_"' "'- wz a:- "'- wz >-w "':::< ~:::< >-0 ou PROJECT NO. 98-1127 BORING NO. B-3 DATE 7/29/98 DRILLING METHOD(S): Boring drilled using dry auger drilling methods to 15 ft. SHEET 1 _gf - GROUNDWATER INFORMATION: Water in open borehole encountered at 14 ft d\Jnng drilling. SURFACE ELEV~TION· DESCR~ STRATUM Very stiff dark gray SANDY CLAY (CLI with organic matter at 1 ft 4 I P=2.7 13 119 7.42 1 5 I 6 I P=2.7 15 7 8 I· . 9 10 11 1:- I/N=16 I'. 12 13 : l- ~20 14 iX N=16 ~ 15 l-200=29% hard at 4 ft tan and gray below 4 ft Medium dense tan SILTY SAND (SMI Boring terminated at 1 5 ft ~t- N- STANDARD PENETRATION TEST RESISTANCE ;; P- POCKET PENETROMETER RESISTANCE T - POCKET TORVANE SHEAR STRENGTH "' s REMARKS: Hand penetrometer measurements adjusted by a factor of 0.6. Borehole backfilled with soil cuttings on July 30. 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
Page 159 and 160: ) ELDRIDGE ROAD--------- r!ELD I ri
Page 161 and 162: Project Name: Sugar Land Soccer Com
Page 163 and 164: Project Name: Sugar Land Soccer Com
Page 165 and 166: 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
Page 183 and 184: ~ 0 ~ lil 1:.!1 ~ ~ :---/·····
Page 185 and 186: Project Name: W. Airport Boring No.
Page 187 and 188: ~----------------------------------
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: PROJECT: CLIENT: Geotechnical Utili
Page 213 and 214: PROJECT: CLIENT: Geotechnical Utili
Page 215 and 216: PROJECT: CLIENT: Geotechnical Utili
Page 217 and 218: -::c::-::--:-:~::------:-----:-----
Page 219 and 220: PROJECT: CLIENT: FIELD DATA I z I 0
Page 221 and 222: PROJECT: CLIENT: Preliminary Geotec
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
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GROUNDWATER MONITORING REPORT Janua
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-- ~:- ,____ . GROUNDWATER MONITORI
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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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