Four Corner - Texas Water Development Board

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KEY TO TERMS AND SYMBOLS USED ON BORING LOGS SOIL SYMBOLS SAMPLER TYPES ~ Clay ~ Clayey t==== ~---- ~---- ·---- ~ Asphaltic Concrete illillJ Sail Tvpes ·········• ~ Silt Sand • Modifiers .. . I ! Silty Sandy Construction ~faterials ~ ~ i I j .11 .1\. 1'\ 1\. AI ~~~ ·~·~: ,/\ 1\ 1\. AI A 1'\ A AI K ._ ;.., ~.: Stabilized Base ~ Fill or Debris lj ~· " ~ I Gravel 0 1~'1 e o ., 0 • • 0 I ,•, .~., Cemented ~ ~ ~ Portland Cement Concrete IJ Thin Walled Shelby Tube 0 Split Barrel : 200 mm Particle Size or Sieve : B in. DENSITY OF COHESIONLESS SOILS Descriptive Term Very Loose Loose ~fedium Dense Dense Very Dense Penetration Resistance ··~" • Blows/Fool a - 4 4 - 10 10 - 30 30 - 50 > 50 CONSISTENCY OF COHESIVE SOILS ConsistencY Very Soft Soft Firm Stiff Very Stiff Hard Unrlrainerl Shear Stren•th ( tsfl o - a t25 0.125 - 0.25 0.25 - 0.5 0.5 - 1.0 1.0 - 2.0 > 2.0 3-10-15 50/4" 0/18" PENETRATION RESISTANCE Blows required to penetrate three consecutive 6-inch increments per AST)I D-1586 I! more than 50 blows are required. driving is discontinued and penetration at 50 blows is noted Sampler penetrated full depth under weight of drill rods and hammer " The ~ value is taken as the blows required to penetrate the final 12 inches Slickensided Fissured Inclusion Parting Seam Layer Fracture planes appear polished or glossy, sometimes striated TERMS DESCRIBING SOIL STRUCTURE Breaks along definite planes of fracture with little resistance to fracturing Small pockets of different soils, such as small lenses of sand scattered through a mass of clay Inclusion less than 1/4 inch thick extending through the sample Inclusion 1/4 inch to 3 inches thick extending through the sample Inclusion greater than 3 inches thick extending through the sa.mple Laminated Stratified Intermixed Calcareous Ferrous Nodule Soil sample composed of alternating partings of different soil type Soil sample composed of alternating seams or layers of different soil type Soil sample composed of pockets of different soil type and laminated or stratified structure is not evident Having appreciable quantities of calcium carbonate Having appreciable quantities of iron A small mass or irregular shape PLATE 9
REPORT NO. 11
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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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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 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: 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 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
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
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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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