130 ENVIRONMENTAL PARK CALDWELL COUNTY, TEXAS...
Transcript of 130 ENVIRONMENTAL PARK CALDWELL COUNTY, TEXAS...
130 ENVIRONMENTAL PARK CALDWELL COUNTY, TEXAS
TCEQ PERMIT APPLICATION NO. MSW 2383
TYPE I PERMIT APPLICATION
PART II EXISTING CONDITIONS AND
CHARACTER OF THE FACILITY AND SURROUNDING AREA
Prepared for
130 ENVIRONMENTAL PARK, LLC
August 2013 Revised February 2014
Revised June 2014
Revised August 2014
Prepared by
BIGGS & MATHEWS ENVIRONMENTAL 1700 Robert Road, Suite 100 • Mansfield, Texas 76063 • 817-563-1144
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. F-256
And
TEXAS BOARD OF PROFESSIONAL GEOSCIENTISTS
FIRM REGISTRATION No. 50222
BIGGS & MATHEWS, INC. 2500 Brook Avenue • Wichita Falls, Texas 76301 • 940-766-0156
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION No. F-834
CONTENTS
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1 EXISTING CONDITIONS SUMMARY ............................................................... 11-1
1.1 Easements and Buffer Zones ................................................................. 11-1 1.2 Site Specific Conditions .......................................................................... 11-2
2 WASTE ACCEPTANCE PLAN .......................................................................... II-3
2.1 Properties and Characteristics of Waste .......... ................................. ..... 11-3 2.2 Volume and Rate of Disposal ...................... ........................................... 11-4
3 GENERAL LOCATION MAPS ........................................................................... II-5
4 FACILITY LAYOUT MAPS ................................................................................ II-6
5 GENERAL TOPOGRAPHIC MAP ..................................................................... 11-7
6 AERIAL PHOTOGRAPH .................. .. ............. .. ................................................ 11-8
7 LAND USE MAP ................... ............................................................................. 11-9
8 IMPACT ON SURROUNDING AREA .............................................................. II-10
8.1 Wells Within 500 Feet. .. ..... .. ................................................................. 11-1 0
9 TRANSPORTATION ............ ............................................................................ 11-11
9.1 Traffic and Roadways ...................... ... .. ................................................ 11-11 9.2 Airport Impact ....................................................................................... 11-11
10 GENERAL GEOLOGY AND SOILS STATEMENT ............ ............................. 11-12
10.1 General Geology ........ .. .... .......... ....................... .. ............ .. .. .... .. ........... 11-12 10.2 Site Stratigraphy .... .... .. .............. ............................ .............. ........... ... ... 11-14 10.3 General Soils ........................................................................................ ll-14
1 0.3.1 Stratum I - Soil Profile -Silty Clay with Pebbles and Cobbles ..................................................................................... ll-14
10.3.2 Stratum II - Weathered Midway- Silty Fat Clay ..... .. ... .. .......... 11-14 10.3.3 Stratum Ill- Unweathered Midway- Silty Dark Gray
Clay ............... .. .. ........................................................................ ll-15 10.4 FaultAreas .. .............................................................................. .. ......... ll-15 10.5 Seismic Impact Zones ............. .. .. ...................................... ............... .. .. 11-17 10.6 Unstable Areas ......................................... ............................................ ll-17
Biggs & Mathews Environmental M:\PROJ\129\06\101\P\PART 2.DOCX
11-ii 130 Environmental Park - Type I Rev. 3, 8/21/2014
Part II
l
CONTENTS (Continued)
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Biggs & Mathews, Inc. ~ '2.1) . Firm Registration No. F-834
11 GROUNDWATER AND SURFACE WATER ................................................... II-18
11.1 Groundwater .. ........ ... .... .. ...................................................................... 11-18 11.2 Regional Aquifers ................................................................................. 11-18
11.2.1 LeonaAquifer .. ............................................... .. ......... .. .... ......... ll-18 11 .2.2 Carrizo-Wilcox Aquifer .............................................................. 11-18
11.3 SurfaceWater .................. .. ........................ .. ......................................... ll-19 11.4 Storm water Permitting .......................................................................... 11-20
12 ABANDONED OIL AND WATER WELLS ...................................................... 11-21
12.1 Water Wells .............................................................. ............................ 11-21 12.2 Oil and Gas Wells ................................................................................. 11-21
13 FLOODPLAINS AND WETLANDS ........... ...................................................... 11-22
13.1 Floodplains ........................................................................... .. .............. 11-22 13.2 Wetlands ..... .................. .. ......................... ... ......... .. ............................... ll-22
14 ENDANGERED OR THREATENED SPECIES ... ............................................ 11-24
15 TEXAS HISTORICAL COMMISSION REVIEW ....... .......... .. ............................ II-25
16 COUNCIL OF GOVERNMENTS AND LOCAL GOVERNMENT REVIEW REQUEST ............. .............................. .......................... ...... .............. 11-26
Biggs & Mathews Environmental M:\PROJ\129\06\101\P\PART 2.DOCX
11-iii 130 Environmental Park - Type I Rev. 3, 8/21 /2014
Part II
CONTENTS (Continued)
APPENDIX IIA- MAPS AND DRAWINGS
APPENDIX liB- LAND USE ANALYSIS
APPENDIX IIC- TRANSPORTATION STUDY
APPENDIX liD- WETLANDS DOCUMENTATION
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APPENDIX liE - ENDANGERED OR THREATENED SPECIES DOCUMENTATION
APPENDIX IIF - CULTURAL RESOURCES SURVEY
APPENDIX IIG - TPDES PERMIT
APPENDIX IIH- FEDERAL AVIATION ADMINISTRATION DOCUMENTATION
APPENDIX Ill- CAPITAL AREA COUNCIL OF GOVERNMENTS DOCUMENTATION
APPENDIX IIJ- FLOODPLAIN DOCUMENTATION
APPENDIX IlK- LOCATION RESTRICTION CERTIFICATIONS
Biggs & Mathews Environmental M:\PROJ\129\06\ 101\P\PART 2.DOCX
11-iv 130 Environmental Park- Type I Rev. 3, 8/21 /201 4
Part II
l
CONTENTS (Continued)
Biggs & Mathews Environmental, Inc. Firm Registration No. 50222
For Sections 8. 1, 10.1, 1 0.2, 1 0.3, 1 0.4, 1 0.5, 11.1, 11 .2, 12.1, 12.2.
Biggs & Mathews Environmental M:\PROJ\129\06\101\P\PART 2.DOCX
Biggs & Mathews Inc. Firm Registration No. F-256
For Section 10.6.
11-v 130 Environmental Park -Type I Rev. 3, 8/21/2014
Part II
130 ENVIRONMENTAL PARK
APPENDIX IIA MAPS AND DRAWINGS
CONTENTS
IIA.1
IIA.2
IIA.3
IIA.4
IIA.5
IIA.6
I lA.?
IIA.8
IIA.9
IIA.9A
IIA.98
IIA.9C
IIA.10
IIA.11
IIA.12
IIA.13
IIA.14
IIA.15
IIA.16
IIA.17
IIA.18
IIA.19
IIA.20
IIA.21
IIA.22
IIA.23
IIA.24
Detailed Highway Map
General Topographic Map
General Locations Map
Water Wells Within 500 Feet of Facility Boundary
Locations of Oil and Gas Wells
FAA Airport Location Map
Aerial Photograph
General Site Plan
Geologic Vicinity Map
Geologic Vicinity Map Legend
Geologic Vicinity Map Legend
Generalized Regional Geologic Cross Section
Seismic Impact Zone
Flood Insurance Rate Map (FIRM)
Facility Site Plan
Site Layout Plan
Groundwater and Landfill Gas Monitoring Plan
Cell 1 Development
Cell 4 Development
Cell 6 Development
Cell 8 Development
Cell 1 0 Development
Cell 13 and 14 Development
Landfill Completion Plan
Landfill Entrance and Access Road Plan
Facility Jurisdictional Wetlands and Appurtenances
Facility Screening Plan
Biggs & Mathews Environmental M:\PROJ\ 129\06\101 \P\PART 2.DOCX
IIA-ii 130 Environmental Park - Type I Rev. 3, 8/21/2014
Part II, Appendix IIA
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GEOLOGIC MAP OF TEXAS 1992 REFERENCE:
BARNES, V.E., 1992, GEOLOGIC MAP OF TEXAS, BUREAU OF ECONOMIC GEOLOG'f, UNIVERSilY OF l£XAS, AUSllN, TEXAS.
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GEOLOGIC VICINITY MAP CALDv.n.L. COUNTY
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REFERENCE:
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Catahoula Formation and Frio Clay, undivided, ¢cf . Catahoula Formalion. ~c ; and Frio Clay, ¢1
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Laredo Formation. El :Cook Mountain Formation, Ecm ; and Sparta Sand. Es
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Yegua Formation
Cook Mountain Formation
Sparta Sand
Weches Formation
Queen C~y Sand
GEOLOGIC VICINITY MAP LEGEND
130 ENVIRONMENTAL PARK, LLC 130 ENVIRONMENTAL PARK
TYPE I PERMIT APPUCA llON BIGGS & MATHEWS
ENVIRONMENTAL CONSUL liNG ENGINEERS
MANSFIELD • VrlCHITA FALLS 8t 7- 563- 11 44
BARNES, V.E., 1992, GEOLOGIC MAP OF TEXAS, BUREAU OF ECONOMIC GEOLOGY, UNIVERSilY OF TEXAS, AUSTIN, TEXAS.
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Olmos, Kol , and San Miguel, Ksm • Formations: Upson Clay, Kuc ; Anacacho Limestone. Kac; Pecan Gap, Kpg . and Austin, Kau. Chalks; and igneous rocks of Austin age, Ki
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Austin Chalk, Kau : Gober Chalk and Roxton Limestone, Kgc; Brownstown Marl, Kbr ; Blossom Sand, Kbl ; Bonham Formation, Kbn : Ector Chalk. Ker : and Upper Cretaceous rocks. undivided. Ku
GEOLOGIC MAP OF TEXAS 1992
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Cow Creek Limestone. Hammell Shale. and Sycamore Sand. undivided
Fault Ball shows downthrown side
Eagle Ford Formation and Buda Limestone, undivided. Keb : Eagle Ford Formation, Kef : Eagle Ford and Woodbine Formations, undivided, Kew ; Woodbine Formation. Kwb : Del Rio Clay and Georgetown Limestone. undivided. Kdg ; Buda Limestone and Del Rio Clay. undivided. Kbd: Grayson Marl and Main Street Limestone, undivided. Kgm ; Georgetown Limestone. Kgt : Pawpaw Formation and upper limestone unit' of Weno Limestone, undivided, Kpw • lower part of Washita Group, Kwl; undivided part ol Washita Group. Kwu : Duck Creek Limestone, Kdc ; Pawpaw Formation. Weno Limestone. and Denton Clay, undivided, Kpd ; Fort Worth Ltmestone and Duck Creek Formation. undivided. Kf<! ; Fredencksburg Group, Kfr ; Edwards and Comanche Peak Limestones undtvided. Kec : Walnut Clay, Kwa ; undivided parts of Washita and Fredericksburg Groups. Kw1 : undivided part of Fredericksburg Group, Kfu, Kiamichi Formation, Kki: Goodland Limestone and Walnut Clay, undivided. Kgw ; and Upper Cretaceous rocks, undivided, Ku
Paluxy Sand, Kpa : Glen Rose Limestone. Kgr : Twin Mountains Formation, Ktm ; and Antlers Sand. Ka
GEOLOGIC VICINITY MAP LEGEND
130 ENVIRONMENTAL PARK, U.C 130 ENVIRONMENTAL PARK
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REFERENCE: C.R. FOLlET, 1975, GROUNO-WAT£R RESOURSES OF CALDWELL COUNTY, TEXAS, TEXAS WAT£R OEVELOPt.IENT BOARD REPORT 12
Plate 2
Geologic Section A- A'
U.S Geok>Oicol Survey in cooperation with the Texas Water Development Boord,
Coldwell County Commissioners' Cour1 and Guodolupe- Blooco River Authority
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130 ENVIRONMENTAl PARK. LLC 130 ENVIRONMENTAL PARK
TYPE I PERMIT APPUCA liON BlGGS & MATHEWS
ENVIRONMENTAL CONSUL liNG ENGINEERS
l.tANSfiELD • \\ICHITA FALLS 617-563-1144
TBPG FIRI.t NO. 50222
FIGURE SCALE : GRAPHIC
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2
130 ENVIRONMENTAL PARK CALDWELL COUNTY, TEXAS
TCEQ PERMIT APPLICATION NO. MSW 2383
TYPE I PERMIT APPLICATION
VOLUME 2 OF 5
Prepared for
130 ENVIRONMENTAL PARK, LLC
August2013 Revised February 2014
Revised June 2014
Revised August 2014
Prepared by
BIGGS & MATHEWS ENVIRONMENTAL 1700 Robert Road, Suite 100 • Mansfield, Texas 76063 • 817-563-1144
TEXAS BOARD OF PROFESSIONAL ENGINEERS
FIRM REGISTRATION NO. F-256
And
T EXAS BOARD OF PROFESSIONAL G EOSCIENTISTS
F IRM REGISTRATION N O. 50222
BIGGS & MATHEWS, INC. 2500 Brook Avenue • Wichita Falls, Texas 76301 • 940-766-0156
TEXAS B OARD OF PROFESSIONAL ENGINEERS
FIRM REGISTRATION No. F-834
130 ENVIRONMENTAL PARK CALDWELL COUNTY, TEXAS
TCEQ PERMIT APPLICATION NO. MSW 2383
TYPE I PERMIT APPLICATION
VOLUME 2 OF 5
CONTENTS
PART Ill FACILITY INVESTIGATION AND DESIGN
Attachment A - Site Development Plan
Attachment B- General Facility Design
Attachment C -Facility Surface Water Drainage Report
Attachment C1 - Drainage Analysis and Design
Attachment C2 - Flood Control Analysis
Attachment C3 - Drainage System Plans and Details
Biggs & Mathews Environmental M:\PROJ\129\06\101\P\COVERS INSIDE VOL2.DOCX
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''\:,'"~"'"'" ~ Biggs & Mathews, Inc. o Firm Registration No. F-834 ~~
130 Environmental Park- Type I Rev. 2, 8/21 /2014
130 ENVIRONMENTAL PARK CALDWELL COUNTY, TEXAS TCEQ PERMIT NO. MSW 2383
TYPE I PERMIT APPLICATION
PART Ill- FACILITY INVESTIGATION AND DESIGN
ATTACHMENT C FACILITY SURFACE WATER DRAINAGE REPORT
Prepared for
130 ENVIRONMENTAL PARK, LLC
February 2014 Revised June 2014
Revised August 2014
Prepared by
BIGGS & MATHEWS ENVIRONMENTAL
Biggs & Mathews, Inc. Firm Registration No. F-834
1700 Robert Road, Suite 100 • Mansfield, Texas 76063 • 817-563-1144
TEXAS BOARD OF PROFESSIONAL ENGINEERS
FIRM REGISTRATION No. F-256
And
TEXAS BOARD OF PROFESSIONAL GEOSCIENTISTS
FIRM REGISTRATION NO. 50222
BIGGS & MATHEWS, INC. 2500 Brook Avenue • Wichita Falls , Texas 76301 • 940-766-0156
TEXAS BOARD OF PROFESSIONAL ENGINEERS
FIRM REGISTRATION No. F-834
CONTENTS
NARRATIVE ........................................ .................... ........................ ......................... .... C-1
Attachment C1 Attachment C2 Attachment C3
Drainage Analysis and Design Flood Control Analysis Drainage System Plans and Details
Biggs & Mathews Environmental M:\PROJ\ 129\06\101\P\PART 3 ATT C.DOCX
C-ii 130 Environmental Park - Type I Rev. 2, 8/21 /2014
Part Il l , Attachment C
l
130 ENVIRONMENTAL PARK CALDWELL COUNTY, TEXAS
TCEQ PERMIT APPLICATION NO. MSW 2383
TYPE I PERMIT APPLICATION
PART Ill- FACILITY INVESTIGATION AND DESIGN
ATTACHMENT C1 DRAINAGE ANALYSIS AND DESIGN
Prepared for
130 ENVIRONMENTAL PARK, LLC
February 2014 Revised June 2014
Revised August 2014
Prepared by
BIGGS & MATHEWS ENVIRONMENTAL 1700 Robert Road, Suite 100 • Mansfield, Texas 76063 • 817-563-1144
TEXAS BOARD OF PROFESSIONAL ENGINEERS
FIRM REGISTRATION NO. F-256
And
TEXAS BOARD OF PROFESSIONAL GEOSCIENTISTS FIRM REGISTRATION No. 50222
BIGGS & MATHEWS, INC. 2500 Brook Avenue • Wichita Falls, Texas 76301 • 940-766-0156
TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. F-834
CONTENTS
1 INTRODUCTION ............................................................................................. C1 -1 1 .1 Purpose ............................................................................... ................ C 1-1
2 METHODOLOGY ............................................................................................ C1-3 2.1 Concepts and Methods ..................... ...... ............................................. C1-3 2.2 Hydrologic and Hydraulic Modeling ..................................................... C1-4
2.2.1 HEC-HMS ................................................................................ C1-4 2.3 Hydrologic Elements Naming Convention ........................................... C1-4
3 EXISTING CONDITIONS ................................................................................ C1-5
4 POSTDEVELOPMENT CONDITIONS ............................................................ C1-7
5 PROPOSED DRAINAGE SYSTEM DESIGN ................................................. C1-9 5.1 Perimeter Drainage System Design .................................................... C1-9 5.2 Final Cover Drainage Structure Design ............................................... C1-9
6 EROSION AND SEDIMENTATION CONTROL ........................................... C1-11 6.1 Final Cover Stormwater System Control Plan ................................... C1-11 6.2 Final Cover Stormwater System Maintenance Plan ............... ........... C1-11 6.3 Intermediate Cover Erosion and Sedimentation Control Plan ........... C1-12 6.4 Daily Cover Erosion and Sedimentation Control Plan ....................... C1-12
7 EXISTING/POSTDEVELOPMENT COMPARISON ...................................... C1-14
8
APPENDIX C1-A Drainage Maps and Existing/Postdevelopment Comparison
APPENDIX C1-B Existing Condition Hydrologic Calculations
APPENDIX C1-C Postdevelopment Hydrologic Calculations
APPENDIX C1-D Perimeter Drainage System Design
Biggs & Mathews Environmental M:\PROJ\129\06\101\P\PART 3 ATT C1 .DOCX
C1-ii
Biggs & Mathews, Inc. Firm Registration No. F-834
130 Environmental Park - Type I Rev. 2, 8/21/2014
Part Ill, Attachment C1
CONTENTS (Continued)
APPENDIX C1-E Final Cover Drainage Structure Design
APPENDIX C1-F Intermediate Cover Erosion and Sedimentation Control Plan
APPENDIX C1-G Intermediate Cover Erosion Control Structure Design
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At CPS the peak discharge will increase from 2SS.S cfs to 2S7.S cfs, a change of less than 0.8%, and at CP6 the peak discharge will decrease from 2121 .3 cfs to 2033.6 cfs, a change of approximately 4%. At CPS, the runoff volume will increase from S8.S acre-feet to S9.4 acre-feet, a change of only 1.S%, and at CP6, the runoff volume will increase from 6S9.3 acre-feet to 676.0 acre-feet, a change of less than 2.S%. CPS and CP6 are located in channels of unnamed tributaries on the west side of the 130 Environmental Park site. These tributaries merge approximately 3SO feet south of the permit boundary and flow into SCS Reservoir Site 21. CPS and CP6 are both located within the 1 00-year floodplain, as are the tributaries that flow from them in to the SCS reservoir site. The slight decreases in peak flow rates and CPS and CP6, and in the stream channels between them and the reservoir site will not result in an adverse alteration of existing drainage patterns. The slight increases in runoff volumes at and below CPS and CP6 will occur in stream channels and within the reservoir site, all of which are located within the 1 00-year floodplain, will not reduce total streamflows or increase the 1 oo..:year flood water surface elevation. The changes at CPS and CP6 will not result in adverse alterations of existing drainage patterns.
At CP7 the 2S-year storm peak discharge will decrease from 243.4 cfs to 141 .8 cfs, a reduction of approximately 42%, and at CP8 the peak discharge will decrease from 372.4 cfs to 327.2 cfs, a reduction of approximately 12.1%. At CP7, the 2S-year storm runoff volume will increase from 38.S acre-feet to 61 .8 acre-feet, an increase of approximately 60.S%, and at CP8 the runoff volume will decrease from 63.8 acre-feet to S3.3 acre-feet, a decrease of approximately 16.S%. CP7 and CP8 are both located within the same water body, 100 year floodplain of SCS Reservoir Site 21 , in the eastern portion ef the siteduring the 2S-year storm event. The reductions in peak flow rates at CP7 and CP8 will not result in adverse alterations of existing drainage patterns. The 2Syear storm runoff volume will increase at CP7; however, because the peak discharge rate will be reduced and the runoff volume will be distributed over a longer time period, that increase will not result in an adverse alteration of existing drainage patterns. And, while the 2S-year storm runoff volume will increase at CP7 and decrease at CP8 (a net increase of 12.8 acre feet, approximately 12.S% ), these changes will not reduce total streamflows or increase the 100 year flood water surface elevation be insignificant compared to the receiving body, SCS Reservoir Site 21 . For example. the peak storage volume of the SCS Reservoir Site 21 and peak inflow to the reservoir from Dry Creek exceed 2,300 ac-ft and 3,800 cfs. respectively, during the 2S-year storm event. Considering the proposed net changes within the water body of less than 4% decrease in peak discharge rate and less than 1% increase in volume,.,. +!he changes at CP7 and CP8 will not result in adverse alterations of existing drainage patterns.
Drawing C1-A-2 - Existing Condition Runoff Summary: This drawing depicts the existing locations (comparison points) where surface water enters or exits the facility and property boundaries. Each comparison point is shown on the drawing and the peak flow rate and runoff volume is provided in the summary table for each comparison point.
Drawing C1-A-4- Postdeveloped Runoff Summary: This drawing depicts the locations (comparison points) where surface water enters or exits the facility and property boundaries. Each comparison is shown on the drawing and the peak flow rate and runoff volume is provided in the summary table for each comparison point.
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A table comparing the existing condition runoff summary and the postdeveloped runoff summary is provided on page C1-A-5. The existing condition and postdeveloped peak flow rate, runoff volume, and velocity at each comparison point for both the 25- and 1 00-year, 24-hour rainfall event is provided. The difference, if any, between the existing and postdeveloped runoff results is also provided in the table.
Conclusion
Because: (1) the postdevelopment stormwater discharge points are consistent with the existing site configuration, and (2) development of the 130 Environmental Park Landfill will not adversely alter peak flow rates, velocities, or runoff volumes, the proposed landfill development will not adversely alter existing drainage patterns consistent with §330.305(a).
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Part Ill , Attachment C1