Four Corner - Texas Water Development Board

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EXECUTIVE SUMMARY HVJ Associates, Inc. conducted a geotechnical site reconnaissance survev of the Four Comers and Cummings Road (Tinsley Estates, Rio Brazos and C.J. Dickerson Subdivisions) located in Fort Bend County, Texas. Our services included a review of previous geotechnical investigations in the area of the project, and a site reconnaissance survey. The study covers the general vicinity of each area. The site reconnaissance was performed along the streets in each study area and selected adjacent streets. The available information for this project and the on-site reconnaissance conducted in October 1998 are summarized below: • Four Corners. The Four Comers area is located in northeast Fort Bend Countv and is bounded by the Bissonnet ROW on the north, SH 6 on the east, a line parallel to rvicKaskle Road on the south, and FM 1464 on the west. Keegans Bayou is located immediately north of the site and Red Gully bisects it. The area is mostly undeveloped, however rural homes are located throughout the area and some modem residential developed is located in the northeast part. The Sprint Landfill is located near the center. South and west of Red Gully the project lies in the Quaternary alluvial deposits associated with the Brazos River floodplain. Sands and silts, along with clayey soils are common in these alluvial deposits. Northeast of Red Gully the area is underlain by clayey soils associated with the Beaumont Formation. Higher groundwater may be expected in the southern part of the area. Two known active faults are near the area. The nearest known fault is the Clodine Fault which crosses FM 1464 about 1500 feet northwest of area. The Renn Scarp is located about 2000 feet northeast of the site. Neither faults are known \vi thin the Four Comers area. During our reconnaissance we did not observe any conclusive evidence of adverse geological conditions apart from occasional broken or poor pavement. and several buildings with structural damage. • Cummings Road. The three subdivisions in the Cummings Road area are located immediately north of the Brazos River and east of FM 723. The area is developed with rural homes along two lane asphalt roadways with ditch drainage. No industrial or commercial development is present. The area is underlain by Quaternary alluvial deposits associated with the Brazos River. In this area sandy point bar deposits may be present in some locations. No active faults are known in the Cummings Road area. We observed residential development, vacant lots used for grazing, and farming in the area. A search and review of existing geotechnical reports from HVJ Associates files, private and public records was done to obtain geotechnical information relevant to the study areas in this project. Our findings are summarized in the following table: Service Area Four Comers Cummings Road Generalized Soil Conditions Groundwater Level Range Surface strata consisting of fim1 to very 8 to 15 feet stiff clays and generally underlain by very loose to medium dense sands and silts Surface strata from 2 to 8 feet in 31 to 35 feet (based on thickness occurring as either clays or borin2s south of Brazos granular soils underlain by frequently River~ in Beaumont Fm.) alternating lavers
Available geotechnical data indicate that soil conditions in and near the study areas are typical of 1.,..- the Beaumont Formation and Quaternary alluvial deposits. Additional geotechnical data within the project areas are required to confirm soil stratigraphy at the facility locations and to provide in situ property information for detailed design. Where no surficial evidence of active faulting was observed during the field reconnaissance, it does not preclude the presence of active faults. Please note that this executive summary does not fully relate our findings and opinions. Those findings and opinions are only related through our full report. 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
Page 53 and 54: Gaines Road have dedicated right-of
Page 55 and 56: 7.0 OPERATIONAL COSTS With the acqu
Page 57 and 58: stringent plumbing codes for new co
Page 59 and 60: 2. Conservation-Oriented Water Rate
Page 61 and 62: • Identify other outdoor conserva
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Page 65 and 66: wading pools, jacuzzi pools, hot tu
Page 67 and 68: ( 4) Contamination of the water tra
Page 69 and 70: 9.0 IMPLEMENTATION AND FUNDING PLAN
Page 71 and 72: Program or Agency Description This
Page 73 and 74: (3) The State staff will consult wi
Page 75 and 76: 10.0 ALTERNATIVE WATER SUPPLY AND W
Page 77 and 78: The District is planning to expand
Page 79 and 80: FOUR CORNERS AREA WATER & WASTEWATE
Page 81 and 82: ·o~c- 3-98 THU 12:54 MILLER & ASSO
Page 83 and 84: ·-·~-- FOUR CORNERS AREA WATER &
Page 85 and 86: FOUR CORNERS AREA WATER & WASTEWATE
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Page 89 and 90: Mr. Frederick T. Werner U.S. Fish a
Page 91 and 92: Ms. Shannon Breslin Texas Parks and
Page 93 and 94: Mr. Robert W. Spain Texas Parks and
Page 95 and 96: Mr. Frederick T. Werner U.S. Fish a
Page 97 and 98: l ra ~~
Page 99 and 100: GEOTECHNICAL RECONNAISSANCE REPORT
Page 101 and 102: TABLE OF CONTENTS EXECUTIVE SUMMARY
Page 103: ILLUSTRATIONS SITE VICINITY MAP ...
Page 107 and 108: SITE OVERVIEWS Detailed maps of eac
Page 109 and 110: study area ranges from approximatel
Page 111 and 112: some concrete pavements with curb a
Page 113 and 114: Bend County. The report's contents
Page 115 and 116: 14. Geotechnical Study- Wastewater
Page 117 and 118: ·-, 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,
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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
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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
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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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REPORT NO. 10
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LOG OF SOIL BORING Project Name: Lo
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Project Name: Lost Creek Park Borin
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LOG OF SOIL BORING Project Name: Lo
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Project Name: Lost Creek Park Borin
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REPORT NO. 11
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~ 0 ~ lil 1:.!1 ~ ~ :---/·····
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Project Name: W. Airport Boring No.
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~----------------------------------
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- LOG OF SOIL BORING Project Name:
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RECEIVED OCT - 5 19~8 USFWS Clearla
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-. REPORT NO. 14 .. -'
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OCT. -08' 98 !THUI 16: 13 TC&B HOU
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OCT.-08'98(THU) 16:14 TC&B HOU LAND
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REPORT NO. 15
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PROJECT: CLIENT: Geotechnical Utili
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PROJECT: CLIENT: FIELD DATA Geotech
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-::c::-::--:-:~::------:-----:-----
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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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