Four Corner - Texas Water Development Board

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' KEY TO TERMS AND SYMBOLS USED ON BORING LOGS ' SOIL SYMBOLS Soil !II!... ~ illiii1 ffi@ill ~ Clay Sill Sand Gravel ll:odl!leno ~ D [] :-:t.. Clayey Silly Sandy Cemented ~ . - Conalruction Material• .. .!..,.! ~~; ~ 11 Alophaltic Stabilized Fill or PorUand Concrete Bue Deb ria Cemenl Concrete Thin 'lt'alled I Shelby Tube ~ Splil Barrel SAMPLER TYPES • • (] Liner Tube B -¥- ~ 0 No Recovery [) Aucer Jar Sample WATER LEVEL SYMBOLS Groundwater level determined drillinc operation• durinc Groundwater level alter drillinc in open borehole or piezometer ( Cla .. ification Clay Sill Sand Gravel Cobble Boulder SOIL GRAIN SIZE Particle Size < 0.002 mm 0.002 - 0.075 mm 0.075 - 4. 75 mm 4. 7:5 - 7:5 mm 7:5 - 200 mm > 200 mm Particle Size or Sieve No. (U.S. Standard) < 0.002 mm 0.002 mm - 1200 sieve #200 sieve - #4 sieve #4 oieve - 3 in. 3in.-8in. > 8 in. DENSITY OF COHESIONLESS SOILS Very Looae Laoae Medium Denae Denae Very Denae Penetration Reaiatanc:e •N• • Blo,./Fool 0 - 4 4 - 10 10 - 30 30 - 50 > 50 CONSISTENCY OF COHESIVE SOILS Consistency Very So!l Sofl Firm Still Very surr Hard Undrained Shear Strencth (tar) 0 - 0.125 0.125 - 0.2:5 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 > 2.0 3/8 50/4" 0/18" PENETRATION RESISTANCE Blowa required lo penetrate each of three consecutive 8-lnch increment.. per ASTII: D-1588 • ll more than 50 blowa are required, drivinc Ia discontinued and penetration al 50 blowa Ia noted Sampler penetrated lull depth under weichl of drill rodo and hammer • The N value Ia taken •• the blowa required lo penetrate the final 12 inchea Slicbn,ided Finurr!d lAyer TERMS DESCRIBING SOIL STRUCTURE Fracture planea appear polithed or clo .. y, oometimea olriated Break• alone de!lnile plane• of !raclure with lllUe rea;.tance lo !raclurinc Small pockela of dil!erenl ooils, auch &I lm&ll len1e1 a( 1and IC&tlered throuah a maaa at clay lncluoion leao than 1/• Inch thick exlendinc lhrouch the sample lncluaian 1/4 inch to 3 inches thick extendlnc throuch the sample lncluoion creater than 3 inches thick utendln1 throu1h the oample lAminated Stra tilled Intermixed Ferrous Nodule Soil sample c:ompoaed of alternatin& partincs ol different soil lype Soi.l aample c:ompoaed of allernaUnc aeama or layen of different soil type Soil sample composed of pockets of difterenl aoil type and laminated or alralitied otruclure Ia nol evidenl Havinc appreciable quantitiea oC calcium carbonate Havlnc appreciable quantities of iron A 1mall masa ot irre&ular ahape PLATE 13 I
REPORT NO. 10
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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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Page 121 and 122: J 95•45' 29' 52' JO" .,.,-.,u a,
Page 123 and 124: . -.- I! .; .·..- '-~:~ -- ·--_-~
Page 125 and 126: - APPENDIX A GEOLOGIC AND SUBSIDENC
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Page 131 and 132: APPENDIXB BORING LOGS AND SITE PLAN
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Page 135 and 136: LOG OF SOIL BORING Project Name: Ri
Page 145 and 146: Symbol Description KEY TO SYMBOLS S
Page 147 and 148: ~ ' ~ ' \ , lJl"' 7/ TEST.,._.... /
Page 149 and 150: 89-114G LOG OF BORING NO. B-2 (Staf
Page 151 and 152: REPORT N0.7
Page 153 and 154: LOG OF SOIL BORING Project Name: Pr
Page 157 and 158: 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 167 and 168: LOG OF SOIL BORING Project Name: Su
Page 169: LOG OF SOIL BORING Project Name: Su
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 181 and 182: REPORT NO. 11
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 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 207 and 208: REPORT NO. 15
Page 209 and 210: PROJECT: CLIENT: Geotechnical Utili
Page 211 and 212: PROJECT: CLIENT: FIELD DATA Geotech
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Page 219 and 220: PROJECT: CLIENT: FIELD DATA I z I 0
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PROJECT: CLIENT: Preliminary Geotec
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REPORT NO. 16
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C.OUNTY H!CH\IAY NO CC~TP.OL l!'E E
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~I . § ~ ~ ~ i ~ ~ . ~ § . . ~ 0
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REPORT NO. 17
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m ~M"7.13. 'l'f'xn111 IIJ~t·lln·n
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'l'es:n• lllarhwuy DeJIBrtme-ut f
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.-' 'l'exa• IIIKh\VOf Ue-parCmeuC
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--·-- ·· TlilN ONLY ------- - £
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INTRODUCTION Rust Envirorunental &
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possesses high aesthetic value, or
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DISCUSSION AND CONCLUSIONS CUMMINGS
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--... ·--·-... .. etSSONNET (PROP
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_;~~. . .....--~ . '.- -, ~:; "-.!.
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'he·ad l!ilr66" fN -. ,.,_...., t
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~ ' .. •· Page Wft~S Analysis Re
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Page 2 Sprint-Fort Bend County Land
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Page4 Sprint-Fort Bend County Landf
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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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