Four Corner - Texas Water Development Board

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OCT.-08'981THUl 16:13 TC&B HOU LA~D DE\' SV TEL:il3 267 3rO P. 013 l'teport No. 0401 -39!56 Ct SHEMI co......,_ or..._ .:.F~e~~S.v.. u.-" -• Ni'ilnnv-• 1Cl0SPER$Qn' a.s o '" u 2.0 1- • f-10- w. I" • CLA~, wry_s~,n~r:Jn:~ ~~=sana pocxaa. SILlY ~o. aense, tan, nne e.o 10.0 I11S 0 I" • I" • 1- . f-20- f- - 1- • 1- - ijiV ~ - 411 c~.;a~.;;·~':ul:d gr.ay, • brliWII and g111y below 1 9.5' .. • wtUl 118 15-S a 2UI 1-t-+--+-t---t---t 1----+--+--+--+--1 168 0 \'Ut: 25.0 t-t--t--1--t---+-tt---+--+--+-+--i f-30- 1- - I- I- . f-40- 1- - 1- • . "-sol" • 1- • . . ~ 1. W;ter level nat measured during !lril~ng. 2. Tenns ;nc! symbal$ defined an Plate 4. - .:...~ "----· ___ .,______ -~------------ DATI
OCT.-08'98(THU) 16:14 TC&B HOU LAND DEV SV TEL:ilj 26~ 32~0 P. 014 Report No. 0401·3956 lffi] Silty I1Jj Sand 521 Clayey HQj Sand I Asphalt SOli./ MATERIAL TYPES [I] Silt ~Clay . Sandy Silt f.F:J1 Clayey HaJSilt seoncrete l!1l ~Sandy ~Clay ~Silty ~Clay ~~~~ Gravel i Peat or Highly Organic Debris or Mixed Rll SOIL GRAIN SIZE U.S. Standard Sieve ~ Thinwalled Tube ~Split- ~ Barrel SAMPLER lYPES ~ Partial ~ Recovery w/Tube M No ~Recovery~ Auger ~ Pitcher ~Rock ~Core Silt Clay eo 10 I I ;f. 1/1 j~ £.. ~r.,.,..v /~#/a=. UIC1«1# ~:It' 1)!~1'1 ~::"..!" cu.~l· ~ / I ~loCIT •'~"' QRQ.t.N~*I.Ta OAI'fE'!'SLi s~n I v 0 o 10 20 30 40 50 60 70 80 90 100 UQUID UMIT SOIL STRUCTURE Slickensided ............ -····· Having planes of weakness that appear slick and giOWJ. 0.002 (mm) Fissul'lld ...................... - .... Ccrtts.ining shrinkage or relief cracks, often filled with fine sand or $lit, usually more or less vertical. Pocket ........................... - ... Inclusion of malarial of different tmo:ture thal is smaller than the diameter of the iBIY1ple. P!lltlng .._......................-... Inclusion less than 1/B inch thick extending- through the sample. Seam .................. -.............. Inclusion l/8 Inch to 3 Inches thick extending through the sample. Layer .................................. lndusion . grearer that~ 3 inches thick elt!endlng through the sample. LamlnB!ed .......... _............ Soil sample composed of altemeting partings or seams ot different soil type. lntarlayel'lld ...................... Soil sample composed of altematlng layers of different soil type. Intermixed......................... Soli sample composed of pockets of different soli type and layered or laminated stn.Jc:ture is not eYident Calcareous ....................... Having appreciable quat'l!ities of cerbonllte. (12 to 49%) Caibonme ......................... Having more than 50% earbonale content. TERMS AND SYMBOLS USED ON BORING LOGS SOIL CLASSIFICATION (1 OF2l. ~-"""':""· ·-· ,:: ... ··- ·----· _____ .. _ ---- ____ ..... ---- PLATE 4a
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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
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 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 199 and 200: RECEIVED OCT - 5 19~8 USFWS Clearla
Page 201 and 202: -. REPORT NO. 14 .. -'
Page 203: OCT. -08' 98 !THUI 16: 13 TC&B HOU
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
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
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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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