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ST9602-CS 960307 ATTACHMENT 3 CONCURRENCE (Please check one box and sign) I have reviewed the Draft Design Concept Report for the proposed interchange improvements at the following locations: 1. Denton Tap Road at Bethel Road 2. MacArthur Boulevard at Beltline Road 3. Denton Tap Road at Wrangler 4. Sandy Lake Road at Moore D I concur with the findings contained herein, please accept this as the City's request to forward this material through the Dallas County CMAQ Program to TxDOT for implementation. Kenneth M. Griffin, P.E. Date Signed Assistant City Manager/City Engineer City of Coppell I 1 have included additional comments on the attached review sheet which need to be resolved before this project is forwarded to TxDOT. Kenneth M. Griffin, P. E. 3-7-96 2. /City Engineer Date Signed City of Coppell After signing, please return Attachment 3 to: Parsons Brinckerhoff CMAQ Program Office 1701 N. Market Street Suite 410 Dallas, Texas 75202 D:\GENERAL\G04CORR\G4-10U'RCOPPELL\1996\003.DOC ATTACHMENT 4 -- --' ~ DESIGN REVIEW COMMENTS =-- ~*:= DALLAS COUNTY CMAQ PROGRAM ~'~ Project: City of Coppell Submittal: Concurrence Date: Sheet: of: Bethel Road Reviewer: .41.~1 P.-f~l I Organization: City of Coppell I Reviewer Telephone Number: Comment Drawing No. / Comment - (state fully action required, i.e., Response Action No. Report clarify, change, add, delete, etc.) Pa~e/Section Action Codes Dispositioned By: A - Agree, Designer will comply Title: C - Disagree, Designer and Reviewer Resolution Required Date: D - Delete, Reviewer Withdraws Comment E - Exception, Resolution Required N/A - Not Applicable Reviewer- Maintain a copy of your comments for future reference. Please enter Reviewer information at the top of the page. HAND WRITTEN COMMENTS ARE WELCOME. D:~GENERAL~04CORR%G4-1OUT~OPPELL'~IEVI~I_000.DOC ATTACHMENT 4 .... DESIGN REVIEW COMMENTS _~ 7" DALLAS COUNTY CMAQ PROGRAM Project: City of Coppell Submittal: Concurrence Date: Sheet: of: MacA hurs°u' vard 1 Beltline Road Reviewer: A~:=.I F~-½e..! I Organization: City of Coppell I Reviewer Telephone Number: Comment Drawing No. / Comment - (state fully action required, Response Action No. Report i.e., clarify, change, add, delete, etc.) Page/Section J_ :D we.. # 2 T~,e d,.~,.;.~,~ a~es.,,o.~. ;..ai~..+~ h...3tt~.'T~ ~ , ~ P , , Action Codes , - Dispositioned By: A - Agree, Designer will comply Title: C - Disagree, Designer and Reviewer Resolution Required Date: D - Delete, Reviewer Withdraws Oomment · E- Exception, Resolution Required N/A - Not Applicable Reviewer- Maintain a copy of your comments for future reference. Please enter Reviewer information at the top of the page. HAND WRITTEN COMMENTS ARE WELCOME. D:x, GENERAL~304CORR'~4-10U'I'~OPPELL~FIEVI~_000.DOC ATTACHMENT 4 ~~ DESIGN REVIEW COMMENTS ---- -- DALLAS COUNTY CMAQ PROGRAM Project: City of Coppell Submittal: Concurrence Date: Sheet: of: Wrangler Reviewer: lltv.~ P16{:II4I I Organization: City of Coppell I Reviewer Telephone Number: 3., Comment Drawing No. / Comment - (state fully action required, i.e., Response Action No. Report clarify, change, add, delete, etc.) page/Section Action Codes Dispositioned By: A - Agree, Designer will comply Title: C - Disagree. Designer and Reviewer Resolution Required Date: D - Delete, Reviewer Withdraws Comment E - Exception, Resolution Required N/A - Not Applicable Relje/er- Maintain a copy of your comments for future refemn~. Please enter Reviver information at the top of the page. HAND WRITTEN COMMENTS ~E WELCOME. D:~ENERAL~COR~4-10U~OPPELL~I~_~.~ ATTACHMENT 4 .... DESIGN REVIEW COMMENTS ~ ~ DALLAS COUNTY CMAQ PROGRAM . Project: City of Coppell 3 Submittal: Concurrence 3 Date: Sheet: of: Sandy Lake Road @ 3/7A~ / Moore Reviewer: ~_J IO~ I Organization: City of Coppell IReviewer Telephone Number: Comment ~ Drawing No. / Comment - (state fully action required, i.e., Response Action No. Report clarify, change, add, delete, etc.) Page/Section .here i)rt~jt!}(_~,lt ~ Action Codes Dispositioned By: A - Agree, Designer will comply TiUe: C - Disagree, Designer and Reviewer Resolution Required Date: D - Delete, Reviewer Withdraws Comment E- Exception, Resolution Required N/A - Not Applicable Reviewer- Maintain a copy of your comments for future reference. Please enter Reviewer information at the top of the page. HAND WRITTEN COMMENTS ARE WELCOME. D:'~GENERAL'~G04CORFr~4-1OU'r~COPPELL~REVI~_000.DOC pb Parsons CMAQ Program Office Brinckerhoff 1 701 N. Market Street ~ ' Suite 410 :/~,, / ~t" Dallas, TX 75202 ' ! ~,/J \ 214-747-6336 --~ a Fax: 214-741-1937 ........... JOG ,\ ~ ~ fr, January 31 1996 ~ Mr. Kenneth Griffin, P.E. City of Coppell 255 Parkway Blvd. Coppell, Texas 75019 Subject: Congestion Mitigation Air Quality (CMAQ) Program Request For Design Review Concurrence For Four Intersections in the City of Coppell Dear Mr. Griffin: Attached is the Draft Concept Design Report and Draft Environmental Assessment for the CMAQ Improvement Projects for the following intersection improvements in the City of Coppell, Texas: 1. Denton Tap Road at Bethel Road 2. MacArthur Boulevard at Beltline Road 3. Denton Tap Road at Wrangler 4. Sandy Lake Road at Moore The following is a listing of topics contained in the report. 1. Existing Roadway Geometry 2. Proposed Improvements 3. Construction Costs 4. Design Issues 5. Design Exceptions 6. Concept Drawings 7. Environmental Assessment Reports This Concept Design Report is based on meetings with the City of Coppell and information provide through the 1996 Transportation Improvement Program. The 1996 Transportation Improvement Program (TIP)identifies the total cost for these four (4) projects as $709,000. O~/er ~ Cefft,,~ry ~,f D:\GENERAL\G04CORR\G4-10UTkCOPPELL\1996\003. DOC pb I. Nicodemus to K. Griffin .... CMAQ Program ___:~ ...... January 31, 1996 .............. ---~ Page 2 of 2 Please review the attached report and provide your comments directly on the attached Review Comment form. If you concur with the project scopes, please note by your signature in the place provided. Otherwise, provide your Review Comment Forms to the CMAQ office for disposition. Upon receipt of your concurrence, the Concept Design Report will be formally forwarded through Dallas County to TxDOT for assignment of a CSJ number. Ivan F. Nicodemus, P.E. Project Manager Attachments: 1 ) Draft Concept Design Report 2) Draft Environmental Assessments (4) 3) Concurrence Form 4) Review Comment Forms (4) cc: Allen Bud Beene, P.E. Dallas County Director of Public Works Gary Taylor, P.E., w/o attachments Texas Department of Transportation Century of · 'n~ir~eeri,g ~xCeifence D:\GENERAL\G04CORR\G4-10UT~COPPELL\1996\003.DOC DRAFT ATTACHMENT 1 CONCEPT DESIGN REPORT FOR CMAQ INTERSECTION IMPROVEMENTS AT Location NCTCOG # Denton Tap Road at Bethel Road 4061.000 MacArthur Boulevard at Beltline Road 4065.000 Denton Tap Road at Wrangler 4066.000 ~j Sandy Lake Road at Moore 3096.000 in the City of Coppell ' Dallas County, Texas 1. INTRODUCTION This report summarizes the: · Existing roadway geometry conditions · Proposed roadway improvements to the interchanges listed above · Design related issues associated with proposed improvements, and · Preliminary design exceptions for each project. Accompanying this report: · Concept Drawings (4 sheets), and · Draft Environmental Assessments 2. DENTON TAP ROAD AT BETHEL ROAD Existing Roadway Geometry Denton Tap Road is a north/south six lane divided roadway which intersects with Bethel Road. Bethel Road west of Denton Tap is a two lane undivided roadway. Bethel Road east of Denton Tap is a four lane divided roadway. North, south and eastbound legs of this intersection have exclusive left turn lanes. All corners have ADA ramps and cross- walks are provide. Both are of paver construction. There is a bridge located just north of the intersection. Proposed Improvements The proposed improvements is to add a southbound right turn lane. The added width to the roadway will require that additional right-of-way be purchased. A handicap ramp will be replaced and an existing storm sewer inlet will be relocated. The proposed improvements are depicted in the attached Design Concept Drawing NCTCOG #4061.000 (1 sheet). Construction Costs The 1996 Transportation Improvement Program identifies a total budget for PS&E, right- of-way, TxDOT review and construction for this intersection of $30,000. A review of the proposed improvements indicates that the programmed budget seems quest!onable. D:\GENERAL\G04CORR\G4-1OUT~COPPELL\1996\003,DOC 1 DRAFT 3. MACARTHUR AT BELTLINE ROAD Existing Roadway Geontetry Beltline Road is an east/west six lane divided roadway with exclusive left turn lanes and , an eastbound right turn lane. Beltline intersects MacArthur which is a four lane divided ~'r~/'~ roadway with exclusive left turn lane on the northern leg and a five lane divided roadway4/~ with s on the south leg. The northern leg of MacArthur is crossed by a ~h of the intersection, The entire intersection is made up of concrete /-)~./pavers. - ,~,.~ ~'~ '{:f~rrgs~osed Intpr0~ments ',, d ~ ~, The proposed improvements is to add a southbound right turn lane~'~h~ added width to the roadway will require that additional right-of-way be purchased. Part of the right-of- way requirements will be from the railroad. Handicap ramps will be constructed at the southwest and northwest co;'ner of the intersection. The railroad crossing will have to be widened and crossing arms will have to be relocated along with other safety equipment. The property west of the imp rovement slopes away from the existing roadway requiring a retaining wall or additional property for slope easements to be obtained. Utilities of mention are a major petroleb m line and fiber optic cable, Any sidewalks disturbed by the construction will have to be replaced. The proposed improvements are depicted in the attached Design Concept Drawing NCTCOG #4065.000 (1 sheet). Construction Costs The 1996 Transportation Iml>rovement Program identifies a total budget for PS&E, right- of-way, TxDOT review and c:onstruction for this intersection of $90,000. A review of the proposed improvements ind cate that the programmed budget seems ade~ _.~T 4, DE D AT RANGLER Denton Tap Road is a north/outh six lane divided roadway with a exclusive left turn lane in the northbound direction~i Denton Tap Road is teed into by Wrangler a two lane undivided roadway. Concre e pavers are used to delineate pedes~trian crosswalks. h to the roadway will require that additional right-of-way b An existing handicap ramp will be replaced at the corner. Existing storm sewer appurtenances will need to be adjusted. The proposed i~nprovements are depicted in the attached Design Concept Drawing NCTCOG ~4066.000 (1 sheet). Coastruction Costs The 1996 Transportation Im ~rovement Program identifies a total budget for PS&E, right- of-way, TxDOT review and, ;onstruction for this intersection of $35,000. A review of the proposed improvements inc cates that the programmed budget seems questionable. D:\GENERAL%G04CORR~G4-1OU'F, COPPELL\' 996~003.DOC 2 DRAFT S. SANDY LAKE ROAD AT MOORE Existing Roadway Geometry Sandy Lake Road is a east/west two lane undivided roadway. It intersects with Moore Road a two lane undivided roadway. Moore Road south of the intersection flare out as you are approaching from the south. Traffic buttons are arranged so there is a exclusive left turn lane. Moore north of the intersection has an expanded cross section which last about a 100 feet before narrowing to its typical cross-section. Pavers are in place for future crosswalk both north and south of the intersection. The sidewalk along the south east leg is set back from the roadway so that a roadside ditch may drain under existing driveways. Proposed Improvements If the project is to remain in the CMAQ program the intersection limits will have to be defined and the previous construction drawings modified to TxDOT standards. There are major storm sewer, water and gas relocations that must be addressed All intersection corners shall have handicap ramps installed to bring the intersection up to ADA standards. The proposed improvements are depicted in the attached Design Concept Drawing NCTCOG #3096.000 (1 sheet). Construction Costs The 1996 Transportation Improvement Program identifies a total budget for PS&E, right- of-way, TxDOT review and construction for this intersection of $554,000. A review of the The following items represent design issues associated with the proposed improvements which need to be addressed. · MacArthur at Beltline Road - Minimize dealings with railroad and possible design problems in working around petroleum pipeline and fiber optic cable. · Sandy Lake Road at Moore - The city has plans to lower Sandy Lake Road. This will ~,~ffect drainage and utility appurtenances. The intersection improvements must be coordinated with the city's plans for widening Sandy Lake Road. 7. DESIGN EXCEPTIONS During the CMAQ Program a number of design exceptions are anticipated to be identified because of the urban nature of the proposed projects. The following. are D:~GENERAL~G04CORR\G4-1OU'r'~COPPELL\1996~03.DOC 3 DRAFT generic items which need to be brought to TxDOT's attention as it relates to the design associated with this location. · It is desired that existing driveways remain open, therefore some driveways will be closer to the intersection than is recommended in the AASHTO Manual. · Pavement widths, storage lengths and transitions may differ from the AASHTO manual do to physical constraints in the Urban environment. · Existing pavement at some intersections are made up partially or wholly of concrete pavers. There is a question whether or not pavers will be allowed in the design of the new improvements. D:\GENERAL\G04CORR\G4-1OU'RCOPPELB1996\003.DOC 4 .F' | MATCm.m CmT. -- CONCI~TE I : ~ 5m 0 10m 20m PAv{m,m:NT ¢T'rP.~ ' ~ SCALE: 1 = 500 SECTION A-A I . i-,;,-;,;.;.v,-,-.-..~ EXIST. R,O.W, ~ ' ------_ '---.:.. R,O.w BETHEL =__ (- -- '-- """"- "'::":' .. _E .xZS. T_: _q ....q._w.._ ............................................................ NOTES: 1, EXIST, R.O,W. SHOWN IS APPARENT R,O,W, ACTUAL R,O,W, WILL BE DETERMINED BY F ................... DESIGN ENGINEER, ~ ................ i i 2, PROPOSED RIGHT TURN LANE TO BE I DESIGNED USING AASHTO *APOCiCY ON LEGEt~D GEOMETRIC DESIGN OF HIGHWAYS AND m STREETS 1994" ' f i "":--/?,-0. ~ i ~ . e WA~TEIt METER cS ~ ~ o. -~- F IRE HYDRANT THIS DOCUMENT IS FOR ]NTERIM REVIEW AND NOT INTENDED FOR CONSTRUCTION, ,co BIDDING, OR PERMITS PURPOSES. F:; ) J ~ ,o- POlllit Im~,E JAMES E. ALLEN 65S2S 02-01-96 CiOL:0 - 4061,000 D.~i~ON TAP AT BETHEL CONCEPT! RAW[NG - SHT. 1 OF 1 INTER ECTZON IMPROVEMENT co e: [t O1/96 S I . r"' ~ PAV~klENT (TYF.) CONCI;[T[ ' LANDSCAM 5m 0 10m 20m SE C T lON A-A : sc~: ~: sod ' .LEGEND -~- ........... EXIST, R.O,I, t ............. PETR~EUM PIPELINE ~ ~ ; g TRYFIG Sl~ P~E : · WATER ~TER ~ ~ F IK H~T , -- -~ .............. . ,, ~ ....... ~ ' ' " ~ r~ ~~ ' ' - _ - ....................................· .NOTES: .............. ,,.~.,., 1, EXIST. R.O.W. SHOWN [S APPARENT R.O.W. ACTUAL R.O.W. WiLL BE OETERMtNEO BY" ............ _ ...... ,... DESIGN ENGINEER. ~ -~"" ................... ' ............... . ...... 2. PROPOSED RIGHT TURN LANE TO BE '~ EXIST. DESIGNED USING AASHTO 'AP~IC~ ON ; 99 THiS OOCU~NT iS F~ iNTERiM REVIEW ~ AND NOT INTENDED F~ CONSTRUCTION. BiDDiNG, OR PERMITS PURPOSES. ~; [ ~: - ~o65. ooo MACAR AT BELT LZNE RD. CONCEPTSDRAWiNG- SHT. 1 OF 1 [NTERSECT [ ON [MPRQVEMENT C ]T,Y LOCAL: COPPELL Scole: 1~O0 Dole: 02/01/96 MATCH EXIST.- CONCRETE i PA~NT (T~.) , ~ SCALE: 1 = 500 ; EXIST. R,O,W. _ .............................. .............................................. I~T&L ~ ITS, ) ~TH LAKE /~ /~ ,~ /~ EXIST. R.O.W. II I NOTES: 1. EXIST. R.O.W. SHOWN IS APPARENT R.O.W. ACTUAL R,O.W. WILL BE DETERMINED BY DESIGN ENGINEER. LE:GEN,,_~D 2- PR~OSED RIGHT TURN LANE TO BE DESIGNED USING AASHTO "APOLICY ~ .......... EXIST. R.Ool. ' GEOMETRIC DESIGN ~ HIGHlAYS AND I I I STREETS 1994 ........... CENTERI. IIE ~ TRAFFIC SIGNAL POLE ® lITER METER ~ ~ ~ FIR£ HYDRANT THIS D~UtNT IS FOR INTERIM REVIEW AND NOT INTENDED FOR CONSTRUCTION. BIDDING. OR PERMITS PURPOSES- ~C~PT D[~IGN DRAWING · ~ COG # - 4066.000 ~ DENTON TAP RD. AT WRANGLER CONCEPT DRAWING - SHT. 1 OF 1 INTER~ECTION IMPROVEMENT CITY LOCAL:COPPELL Scole: !=600 Do~e: 02/01/96 ""'b"'!~ ' , . , , i 5m 0 10m 20m a I ,d ~ 9 ~ ~ SCALE: 1: 500 m " , .~:.~9'"' ,~,~%% ~ m ...... ~x.~.._~;~;~: ......;~ .............................~ ..............--- .... .I' ~ I e i ' ' EX] I I I I SANDY LAKE ' I m . I EXIST- R.D.W, , -.-.- --I , ' I I NOTES: J , 1. EXIST. R.O.W. SHO~ IS APPARENT R.O.W. ACTUAL R.O.W. WILL BE DETERMINED BY DESIGN ENGINEER. " ~ LEGEND 2. PR~OSED RIGHT AND LEFT TURN LANE TO BE g IO N a STREETS 1994 ~ I s e WATER ~TER THIS D~U~NT IS FOR INTERIM REVIEW I ~ FI~ H~T AND NOT INTENOED FOR C~STRUCTION, BIDDING, OR PERMITS PURPOSES, I ~ I JA(S [. ~LEN 65929 02~1~6 I INTERSECTION IMPROVEMENT CITY LOCAL: CDPPELL Scole~ 1.~00 Do+e: 02/01/96 DRAFT ATTACHMENT 2 Preliminary Environmental Assessment for Denton Tap Road at Bethel Road in the City of Coppell Dallas County, Texas NCTCOG Project 4061.000 Prepared for.' U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND TEXAS DEPARTMENT OF TRANSPORTATION January 31, 1996 Prepared by: Environmental Support Services, Inc. 1701 North Market Street, Suite 410 Dallas. Texas 75202 (:214) 747-6336 ext. 29 DRAFT Preliminary Environmental Assessment for Denton Tap Road at Bethel Road in the City of Coppell Dallas County, Texas NCTCOG Project 4061.000 A. DESCRIPTION OF PROPOSED ACTION The proposed action is a CMAQ intersection improvement for Denton Tap at Bethel in the City of Coppert, Dallas County, Texas. Denton Tap Road is a north/south six lane divided roadway which intersects with Bethel Road, Bethel Road west of Denton Tap is a two lane undivided roadway. Bethel Road east of Denton Tap is a four lane divided roadway. North, south, and eastbound legs of this intersection have exclusive left turn lanes. All corners have ADA ramps and crosswalks are provided. Both are of paver construction. There is a bridge located just north of the intersection. The proposed improvements are to add a southbound right turn lane. The added width to the roadway will require that additional right-of-way be purchased. A handicap ramp will be replaced and an existing storm sewer in~et will be relocated. The proposed improvements are depicted in the attached Design ...~;I ~,.Concept Drawing NCTCOG #4061.000 (1 sheet, Exhibit 2). ~-~ ,~ 3' The 1996 Transportation Improvement Program identifies a total budget for PS&E, ~, ! right-of-way, TxDOT review and construction for this intersection of $30,000. A ~ review of the proposed improvements indicates that the programmed budget , seems questionable. The purpose of this project is to mitigate traffic congestion and improve air quality while enhancing the transportation system to carry existing and future traffic in comfort and safety, and providing access to various land use activities. No through lane capacity will be added. In order to accommodate these improvements, the existing pavement will be widened. This will result in more efficient traffic flow and signal operation. After rehabilitation, the roadway will be striped as depicted on Exhibit 2. Denton Tap at Bethel Road 1 01/31/96 D:\PROJECT~P05ENVIR\4061.000\BETHL_RP.DOC DRAFT B. NEED FOR ACTION Denton Tap Road at Bethel Road serves traffic in the City of Coppert. Traffic volume continues to increase as a result of area growth. On May 20, 1989, a 24 hour traffic count for Denton Tap between Sandy Lake Road and Bethel Road indicated 10,466 vehicles traveling in both directions. On May 10, 1990, a 24 hour traffic count for Denton Tap between Bethel Road and Beltline Road indicated 20,580 vehicles. Traffic counts were researched from the NCTCOG and Dallas County Traffic Count List compiled from January 1991 through December 1993 and released January 24, 1994. These figures are intended to establish an order of magnitude only. A no-build option would increase delay experienced by motorists. The proposed project will implement the latest design and safety standards. C. ALTERNATIVES INCLUDING PROPOSED ACTION SOCIAL AND ECONOMIC IMPACTS: Construction of the project will not have a substantial effect on land use, growth rate, property values, or the local tax base. During construction, there will be a short-term economic gain to the area due to new job opportunities and a temporary boost to the local economy. Road users, including occupants of abutting property, will receive long-term economic benefits, resulting from lower vehicle operation costs and improved safety. No residence or businesses will be displaced. No adverse impact on minority or other specific groups is anticipated. Community cohesion and neighborhood character will be unchanged. There will be no major change in access and community circulation patterns. Public utility adjustments will be minor. Emergency vehicle routing should be possible at all times during construction and should be coordinated as needed with the proper local agencies. Fire protection and other emergency services will be improved due to the ease of travel afforded by completion of this proiect. The completed project will not negatively affect bus or special transportation services, nor will it impact bicycle and pedestrian travel. No navigation or airway clearance problems are anticipated due to the nature of these improvements. 4(F) PROPERTIES: There are no Section 4(f) lands, such as publicly owned parks, recreation areas, or wildlife and waterfowl refuges, located within the project area. There are no known historical or archaeological sites. Since additional right-of- way is required, a TxDOT cultural resources review will be necessary. Denton Tap at Bethel Road 2 01/31/96 D :",PROJ EC~P05 ENVIR\4061.000XB ETH L_R P. DOC DRAFT Endorsement by the State Historic Preservation officer should be obtained by TxDOT prior to letting the construction contract. AESTHETIC CONSIDERATIONS: Aesthetic values will be emphasized. It is a TxDOT policy to build visually pleasing travel ways, coupling beauty with functional capacity. The aesthetic effect of this project is anticipated to be equal to or better than that of the existing roadway. WATER IMPACTS: The project will not adversely affect water quality or public water supplies. The project will not affect land or water uses within an area covered by a State Coastal Zone Management Program; nor will it impact coastal barrier resources. There are no variable streams. Coordination with the Coast Guard will not be required. The project does not impact any present, proposed, or potential unit of the National Wild and Scenic Rivers System. During construction of the proposed roadway, the surface area of erosive soils that are exposed at any given time should be limited. The specification "Temporary Erosion, Sediment, and Water Pollution Control" included in all TxDOT construction contracts, requires that temporary pollution control provisions be coordinated with permanent soil erosion control measures to assure maximum attainable erosion control. Since this project will not disturb more than five acres, TxDOT will not be required to comply with the EPA National Pollutant Discharge Elimination System General Permit for Industrial Activities. FLOOD IMPACTS: There are no flood plains within the project limits. Coordination with the Federal Emergency Management Agency will not be required. There will be no effect on the status of the National Flood Insurance Program and no additional need for floodway or flood plain ordinance amendments. WETLAND IMPACTS: No wetlands will be involved in the proposed project construction, nor will there be any adverse impact on any adjacent wetlands. Corps of Engineers coordination will not be required. PRIME AND UNIQUE FARMLAND IMPACTS: There are no farmlands within the project limits. The project is in an urban area. PLANT AND WILDLIFE IMPACTS: There will be no major impacts on plant life, fish, or wildlife. No impacts on threatened or endangers species are anticipated. AIR QUALITY IMPACTS: This project does not add through lane capacity. An improvement in traffic flow and signal efficiency can be expected from improvements at Denton Tap Road and Bethel Road. It can be expected there will be a reduction of vehicle emissions. This intersection improvement is Denton Tap at Bethel Road 3 01/31/96 D:\PROJECTXP05ENVIR\4061.000\BETHL_RP.DOC DRAFT identified by the North Central Texas Council of Governments (NCTCOG) in the 1995 Transportation Improvement Program (TIP). This improvement was coded by NCTCOG as project 4061.000 and is estimated to reduce .58 kg (1.28 pounds) per day of volatile organic compound (VOC) emissions in 2005. Topography and meteorology will not seriously restrict dispersion of air pollutants. TxDOT reports that included in this project's contract will be the TxDOT standard specification for construction which requires the contractor to be familiar and comply with all federal, state, and local laws, ordinances, and regulations which affect the conduct of work. During the construction phase, there will be a potential for short-term adverse effects on air quality. Compliance with the specifications should be strictly administered for all dust producing aspects of construction operations. TxDOT reports that control of particulate matter emanating from various construction activities will be in accordance with regulations set by the Texas Natural Resource Conservation Commission. To minimize exhaust emissions, contractors will be required to use emission control devices and limit unnecessary idling of construction vehicles. NOISE IMPACTS: This project does not add through lane capacity. No major noise impacts are anticipated. It is not possible to predict levels of construction noise at a particular location. Heavy machinery, the major source of construction noise, moves constantly in unpredictable patterns. Construction activity normally occurs only during daylight hours when occasional loud noises are more tolerable, Because of the relatively short-term exposure periods, extended disruption of normal activities is unlikely. The plans and specifications should require the contractor to make every reasonable effort to minimize construction noise. This will be done through abatement measures such as work-hour controls and maintenance of muffler systems. HAZARDOUS MATERIALS IMPACT: There is no known hazardous material site within the scope of this project and reported to the U.S. Environmental Protection Agency (US F:PA) and/or Texas Natural Resource Conservation Commission (TNRCC). Exhibit 3 shows the location of other area sites of interest. CONSTRUCTION IMPACTS: There will be a short-term adverse impact during the construction period due to grading operations and the use of heavy equipment required by such activities. Every effort should be made to minimize possible adverse effects. D. ASSUMPTIONS AND LIMITATIONS Construction letting and oversight is beyond the scope of work for the PM/E, This EA assumes that applicable federal, state, and local requirements and worker Denton Tap at Bethel Road 4 01/31/96 D :\P R OJ ECTXP05E NVIR\4061.000\B ETH L_R P, DOC DRAFT protection will be dealt with in the construction contract and followed by contractor personnel. The measurements stated in either International System of units or English units are to be regarded as standard. Within the text, English units are shown in parenthesis. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Traffic volume counts are intended to help establish an order of magnitude and are not intended for planning or design. The results of this assessment are based on the attached concept design, observations made the day of the assessment, and available information at that time. Changes to the concept design may alter the findings. Third party information relied upon in this study has not been researched further for accuracy. Subsurface exploration or chemical screening of soil and groundwater beneath the site was not performed in this study. No statement of scientific certainty can be made regarding latent subsurface conditions which may be the result of on- site or off-site sources. E. BASIS FOR DETERMINATION OF SOCIAL, ECONOMIC, AND ENVIRONMENTAL SIGNIFICANCE The engineering, social, economic, and environmental investigations conducted thus far indicate that this proposed project qualifies under the criteria as a Programmatic Categorical Exclusion. Significant environmental effects are not expected to occur. Denton Tap at Bethel Road 5 01/31/96 D:\PROJECT~P05ENVIR\4061.000\BETHL_RP.DOC DRAFT EXHIBITS Denton Tap at Bethel Road 01/31/96 D:~PROJECT~P05ENVIR\4061.000~BETHL_RP.DOC DRAFT 1. Project location map Denton Tap at Bethel Road 01/31/96 D:\PROJECTXP05ENVIR\4061.000\BETHL_RP.DOC DENTON DALLAS COUNTY DEFOREST ~ G~N LESUE SANDY LAKE '~ ~BRAEWOOD DRAFT 2. Typical Sections Denton Tap at Bethel Road 01/31/96 D:\PROJECT~P05ENVIR\4061,000\BETHL_RPDOC I = 3.3m ~ i I REINFORCED i I SIll 0 MATCH EXIST.- C~CRET[ i i I P~v~.T CTVP.~ ~ SCALE: ~: 500 SECT l ON A-A : [ . . ; : VACANT VACANT e LOT L~.D ,; ;,',, y.:', ',',',' ~ ~ I ........................... EXIST. R.O.W. ............................................................. STORM DRAIN ' -- ~ r' R 0 ~ -- '--~...W. BETHEL " f' ;ATE TO ~ NOTES: ~. EXIST. R.O.W. SHOWN IS APPARENT R.O.W. ~ c ......... - ACTUAL R.O.W. WILL BE DETERMINED BY ~ DESIGN ENGINEER. ~ VACANT VACANT LEGEND ...... ' .... 2. PROPOSED RIGHT TURN LANE TO BE PASTURE ~ LOT ' DESIGNED USING AASHTD "APBLICY ON ; GEOMETRIC DESIGN OF HIGHWAYS AND "- STREETS ~994" ~ .......... EXIST, R.O,W, --_._... ~ .......... CENTERLINE "":-~-0. ~ r ..~. ~ ~ TRAFFIC SIGNAL POLE -_. : ~ WATER ~TER ~; ,~ ~ FIRE HYDRANT THIS DOCUMENT IS FOR INTERIM REVIEW ~; AND NOT INTENDED FOR CONSTRUCTZON, ~ POWER P~E JA(S E, ALLEN 65929 02-01-96 * ~ · ~N I T~ I NG ~LL ~ % DIRECTI~ OF SURFACE FLOW "~"""' <~(~ TH~i)ijMAO PROGRAM .................. · .... ENVIRON~NTAL DRAWING __ __ DE~ COG ~ - 4061.000 ~ DENTON TAP AT BETHEL CONCEPT DRAWING - SHT. 1 OF 1 INTERSECTION IMPROVEMENT CITY LOCAL: COPPELL Scale: 1=500 Da,e: 02/01/96 J DRAFT 3. Location of potential hazardous waste/substance sites ENVIRONMENTAL DATABASES Denton Tap at Bethel Road 01/31/96 D:\PROJECT~P05ENVIR\4061.000~BETHL_RP.DOC DRAFT SUMMARY OF REPORT(S) GENERATED Site Lat./Long.: 32.57.33 State: TX 96.59.53 Radius No. Sites By Miles From Target Page DataBase Date Radius, Used Total .............................. No. Extracted ZIP or ID County or City (miles) Rptd, <0.25 0.25->0.5 0.5->1 >1.0 3 EPA RCRA GENs/TSDs/Detail with ID# 09/13/95 RADIUS 1,25 mi. 7 0 0 7 0 4 75019 15 3 EPA CERCLA/NPL 06/15/95 RADIUS 2.00 mi. 0 0 0 0 0 6 75019 0 8 EPA NPL COUNTY SUMMARY 06/15/95 DALLAS 3 3 EPA ERNS Listfng / Detail with ID# 10/03/95 RADIUS 1.25 mi. 1 0 0 1 0 10 75019 2 12 Orphan report for County (No Zip) 10/03/95 DALLAS 413 3 Petroleum Storage Tanks 08/17/95 RADIUS 1.25 mi. 12 0 1 10 1 30 75019 27 32 Petroleum UST Details (ID Req.) 08/17/95 0 3 Leaking Tank Sites 08/16/95 RADIUS 1.25 mi. 2 0 0 2 0 33 75019 7 35 Orphan report for County (No Zip) 08/16/95 DALLAS 42 3 Municipal Solid Waste Facilities 10/04/95 RADIUS 2.00 mi. 0 0 0 0 0 38 DALLAS 209 3 TX Fed/State Superfund Sites 07/01/95 RADIUS 2.00 mi, 0 0 0 0 0 44 DALLAS 2 Denton Tap at Bethel Road 01/31/96 D :~PROJ ECTXPO5ENVI R\4061,000XB ETH L_R P, DOC DRAFT RADIUS SUMMARY OF FACILITIES FOUND ID Name Facility Address Map Zip Dist. & Dir. Data Ref. Code From Site Source ********************* 1/4 to 1/2 Mile ********************** 0039392 EASON PETROLEUM INC 400 S DENTON TAP RD P9 75019 0.35 ENE PST ********************** 1/2 to 1 Mile *********************** TXD079345922 COPPELL CITY OF 616 S COPPELL RD R4 75019 0.52 WSW RCRA 0058375 COPPELL FIRE DEPARTMENT 616 S COPPELL RD P8 75019 0.52 WSW PST 0017967 BILL GROCERY 449 W BETHEL RD P5 75019 0.55 WSW PST 0059614 NAPA AUTO SUPPLY STORE 448 W BETHEL RD P7 75019 0.55 ~SW PST 100759 BILLS GROCERY 449 W BETHEL RD L2 75019 0.55 WSW LST 0052886 COPPELL TEXACO 461W BETHEL RD P6 75019 0.57 WSW PST TXD981908221 COPPELL CLNRS 120 S DENTON TAP #470-C R5 75019 0.70 NNE RCRA 0008026 GTSW - LWEISVILLE SOUTH C.O. 197 W SANDY LAKE RD P12 75019 0.70 NNE PST TXD988027678 EXXON CO USA #69923 105 S DENTON TAP RD R6 75019 0.72 NNE RCRA 0055929 EXXON R/S # 6-9923 105 S DENTON TAP RD PIO 75019 0.72 NNE PST TX0000110924 MOBIL OIL CORPORATION SS#F7t) 100 W SANDY LAKE RD R7 75019 0.73 NNE RCRA 0055075 MOBIL/SOUTHLAND STA. SS # 12F7D 100 W SANDY LAKE RD Pll 75019 0.73 NNE PST TXD988038550 MOBIL OIL CORP SS# 241 890 S DENTON TAP RD R2 75019 0.81SSE RCRA 0017471 MOBIL OIL CORP # 241 890 S DENTON TAP RD P2 75019 0.81SSE PST 106740 MOBIL FACILITY #12-241 890 S DENTON TAP RD L1 75019 0.81SSE LST TXD988034849 CHEVRON USA INC #173129 101 E BELT LINE RD R1 75019 0.85 SSE RCRA TXDO08947087 MINYARD FOOD STRS GARAGE 777 FREEPORT PKY R3 75019 0.90 WSW RCRA 92039074 BUSKE LINES INC. 777 FREEPORT PKY E1 75019 0.90 WSW ERNS 0041630 MINYARD FOOD STORES, INC 777 FREEPORT PKY P4 75019 0.90 WSW PST 0055231 SHAKE & SHINGLE 200 E BELT LINE RD P1 75019 0.93 SSE PST ******************* Greater Than 1 Mile ******************** 0010037 TEXAS STOCK TANK INC 652 SOUTHWESTERN BLVD P3 75019 1.01SSW PST Denton Tap at Bethel Road 01/31/96 D :~PROJ ECT~P05 ENVIR\4061.000~B ETH L_R P. DOC DRAFT TNRCC Tank Details Databases ******************************************************** -- NO DATA FOUND ********************************************************* TNRCC Contact Number - (512) 239-2154 Key to Printout Codes: UNDERGROUND STORAGE TANK FILE Status = Status of tanks Subst = Substance stored 1 Currently in use 1 empty 2 Temporarily out of service 2 Gasoline 3 Permanently abandoned in-place 3 diesel 4 Permanently removed from the ground 4 kerosene Constr = Type of UST construction and containment 5 used oil 1 Single wall 6 new oil 2 Double wall 7 other petroleum product 3 External jacket system 8a hazardous substance - principal CERCLA substance 4 Excavation/trench liner system 8b hazardous substance - chemical abstract service 5a Piping system - pressurized 8c hazardous substance - mixture 5b Piping system - suction 9 mixture of petroleum and hazardous substance 5c Piping system - gravity 10 other 6 Other Corrosion = Type of corrosion protection Mat. = Tank construction material A external coatings - painted 1 steel B external coatings - dielectric 2 fiberglass-reinforced plastic (FRP) C external coatings - fiberglass-reinforced plastic 3 composite (steel w/FRP plastic) D external coatings - taped/wrapped piping 4 Concrete 2 internally lined tank 5 Other 3 cathodic protection system Detect = Tank release detection. 4 composite tank 1 vapor monitoring 5 noncorrodible material construction 2 groundwater monitoring 6 electrical insulation 3 monitoring above excavation liner 7 unknown/none 4 automatic in-tank monitoring & inventory control 5 interstitial monitoring for double wall usts ABOVEGROUND STORAGE TANK FILE 6 tightness testing 7 inventory control Status 8 unknown/none 1 in use (includes tanks that are inact.but contain product) 9 line leak detectors 2 out of use (inactive and do not contain product) 10 other Substl/Subst2 = Substance(s) stored in tank. P. Detect = Pipe release detection 1 gasoline Same as above codes. 2 alcohol blended fuels Spit[ = Spill and overflow prevention 3 aviation gasoline A automatic overfill device - shut-off valve 4 kerosene B automatice overfill device - flow restrictor valve 5 diesel C automatice overfill device - high level alarm 6 distillate 1 tight-fill fitting 7 empty 2 spill container/liquid-tight sump 8 other Denton Tap at Bethel Road 01~1/96 D:~PROJECT~P05ENV~R\4061.000\BETHL_RP. DOC DRAFT ATTACHMENT 2 Preliminary Environmental Assessment for MacArthur Boulevard at Beltline Road in the City of Coppell Dallas County, Texas NCTCOG Project 4065.000 Prepared for: U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND TEXAS DEPARTMENT OF TRANSPORTATION January 31, 1996 Prepared by: Environmental Support Services, Inc. 1701 North Market Street, Suite 410 Dallas, Texas 75202 (214) 747-6336 ext. 29 DRAFT Preliminary Environmental Assessment for MacArthur Boulevard at Beltline Road in the City of Coppell Dallas County, Texas NCTCOG Project 4065.000 A. DESCRIPTION OF PROPOSED ACTION e proposed action is a CMAQ intersection improvement for MacArthur oulevard at Beltline Road in the City of Coppell, Dallas County, Texas. Beltline Road is an east/west six lane divided roadway with exclusive left turn lanes and an eastbound right turn lane. Beltline intersects MacArthur which is a four lane divided roadway with exclusive left turn lane On the northern leg and a five lane divided road ay~tb_dual left turn lanes on the south leg. The northern leg of The proposed improvements are to add a southbound right turn lane.A~The added~ja~t width to the roadway will require that additional right-of-way be purchased. Part ay requirements will be from the .railroad. Handicap ramps will be constructed at the southwest and northwest corner of the intersection. The railroad crossing will have to be widened and crossing arms will have to be relocated along with other safety equipment. The property west of the improvement slopes away from the existing roadway requiring a retaining wall or additional property for slope easements to be obtained. Utilities of mention are a major petroleum line and fiber optic cable. Any sidewalks disturbed by the construction will have to be replaced. The proposed improvements are depicted in the attached Design Concept Drawing NCTCOG #4065.000 (1 sheet, Exhibit 2). The 1996 Transportation Improvement Program identifies a total budget for PS&E, right-of-way, TxDOT review and construction for this intersection of $90,000. A review of the proposed improvements indicate that the programmed budget seems adequate.. The purpose of this project is to mitigate traffic congestion and improve air quality while enhancing the transportation system to carry existing and future traffic in comfort and safety, and providing access to various land use activities. No through lane capacity will be added. In order to accommodate these improvements, the existing pavement will be widened. This will result in more efficient signal operation. After rehabilitation, the roadway will be striped as depicted on Exhibit 2. MmcAdhur Boulevard at Beltline Road 1 01/31/96 D:%PROJ ECT%P05ENVI RVfi365.000~vIACART. DOC DRAFT B. NEED FOR ACTION MacArthur Boulevard at Beltline Road serves traffic in the City of Coppell. Traffic volume continues to increase as a result of area growth. On May 22, 1992, a 24 hour traffic count for Beltline Road indicated 11,695 vehicles traveling in both directions between Allen Road and MacArthur Boulevard. Existing traffic counts for southbound MacArthur were not available · Traffic counts were researched from the NCTCOG and Dallas County Traffic Count List compiled from January 1991 through December 1993 and released January 24, 1994. These figures are intended to establish an order of magnitude only. A no-build option would increase delay experienced by motorists. The proposed project will implement the latest design and safety standards. C. ALTERNATIVES INCLUDING PROPOSED ACTION SOCIAL AND ECONOMIC IMPACTS: Construction of the project will not have a substantial effect on land use, growth rate, property values, or the local tax base. During construction, there will be a short-term economic gain to the area due to new job opportunities and a temporary boost to the local economy. Road users, including occupants of abutting property, will receive long-term economic benefits, resulting from lower vehicle operation costs and improved safety. No residence or businesses will be displaced. No adverse impact on minority or other specific groups is anticipated. Community cohesion and neighborhood character will be unchanged. There will be no major change in access and community circulation patterns. Public utility adjustments will be minor. Emergency vehicle routing should be possible at all times during construction and should be coordinated as needed with the proper local agencies. Fire protection and other emergency services will be improved due to the ease of travel afforded by completion of this project. The completed project will not negatively affect bus or special transportation services, nor will it impact bicycle and pedestrian travel. No navigation or airway clearance problems are anticipated due to the nature of these improvements. However, coordination should be anticipated with the railroad which parallels north of Beltline Road. 4(F) PROPERTIES: There are no Section 4(f) lands, such as publicly owned parks, recreation areas, or wildlife and waterfowl refuges, located within the project area. MacAethur Boulevard at Beltline Bead 2 01/31/9~ D:~ROJEC'[%D05ENVIR%4065.000'~v1ACART. DOC DRAFT There are no known historical or archaeological sites. Since additional right-of- way is required, a TxDOT cultural resources review will be necessary. Endorsement by the State Historic Preservation officer should be obtained by TxDOT prior to letting the construction contract. AESTHETIC CONSIDERATIONS: Aesthetic values will be emphasized. It is a TxDOT policy to build visually pleasing travel ways, coupling beauty with functional capacity. The aesthetic effect of this project is anticipated to be equal to or better than that of the existing roadway. WATER IMPACTS: The project will not adversely affect water quality or public water supplies. The project will not affect land or water uses within an area covered by a State Coastal Zone Management Program; nor will it impact coastal barrier resources. There are no variable streams. Coordination with the Coast Guard will not be required. The project does not impact any present, proposed, or potential unit of the National Wild and Scenic Rivers System. During construction of the proposed roadway, the surface area of erosive soils that are exposed at any given time should be limited. The specification "Temporary Erosion, Sediment, and Water Pollution Control" included in all TxDOT construction contracts, requires that temporary pollution control provisions be coordinated with permanent soil erosion control measures to assure maximum attainable erosion control. Since this project will not disturb more than five acres, TxDOT will not be required to comply with the EPA National Pollutant Discharge Elimination System General Permit for Industrial Activities. FLOOD IMPACTS: There are no flood plains within the project area. Coordination with the Federal Emergency Management Agency will not be required. There will be no effect on the status of the National Flood Insurance Program and no additional need for floodway or flood plain ordinance amendments. WETLAND IMPACTS: No wetlands will be involved in the proposed project construction, nor will there be any adverse impact on any adjacent wetlands. Corps of Engineers coordination will not be required. PRIME AND UNIQUE FARMLAND IMPACTS: There are no farmlands within the project limits. The project is in an urban area. PLANT AND WILDLIFE IMPACTS: There will be no major impacts on plant life, fish, or wildlife. No impacts on threatened or endangers species are anticipated. AIR QUALITY IMPACTS: This project does not add capacity. An improvement in traffic flow and signal efficiency can be expected from these improvements at MacArthur Boulevard at Beltline Road 3 01/31/96 D:\PROJECT~P05ENVIR\4065000\MACART.DOC DRAFT MacArthur Boulevard and Beltline Road. It can be expected there will be a reduction of vehicle emissions. This intersection improvement is identified by the North Central Texas Council of Governments (NCTCOG) in the 1995 Transportation Improvement Program (TIP). This improvement was coded by NCTCOG as project 4065 and is estimated to reduce .87 kg (1.93 pounds) per day of volatile organic compound (VOC) emissions in 2005. Topography and meteorology will not seriously restrict dispersion of air pollutants. TxDOT reports that included in this project's contract will be the TxDOT standard specification for construction which requires the contractor to be familiar and comply with all federal, state, and local laws, ordinances, and regulations which affect the conduct of work. During the construction phase, there will be a potential for short-term adverse effects on air quality. Compliance with the specifications should be strictly administered for all dust producing aspects of construction operations. TxDOT reports that control of particulate matter emanating from various construction activities will be in accordance with regulations set by the Texas Natural Resource Conservation Commission. To minimize exhaust emissions, contractors will be required to use emission control devices and limit unnecessary idling of construction vehicles. NOISE IMPACTS: This project does not add through lane capacity. No major noise impacts are anticipated. It is not possible to predict levels of construction noise at a particular location. Heavy machinery, the major source of construction noise, moves constantly in unpredictable patterns. Construction activity normally occurs only during daylight hours when occasional loud noises are more tolerable. Because of the relatively short-term exposure periods, extended disruption of normal activities is unlikely. The plans and specifications should require the contractor to make every reasonable effort to minimize construction noise. This will be done through abatement measures such as work-hour controls and maintenance of muffler systems. HAZARDOUS MATERIALS IMPACT: There is one known hazardous material site (a gasoline service station) located at the subject intersection but lies outside the anticipated improvement for this project. This site is reported to the U.S. Environmental Protection Agency (US EPA) and/or Texas Natural Resource Conservation Commission (TNRCC). Exhibit 3 shows the location of this and other sites of interest. CONSTRUCTION IMPACTS: There will be a short-term adverse impact during the construction period due to grading operations and the use of heavy equipment required by such activities. Every effort should be made to minimize possible adverse effects. MacArthur Boulevard at Beltline Road 4 01/31/96 D:\PROJECT~P05ENVIR\4065.000\MACART.DOC DRAFT D. ASSUMPTIONS AND LIMITATIONS Construction letting and oversight is beyond the scope of work for the PM/E. This EA assumes that applicable federal, state, and local requirements and worker protection will be dealt with in the construction contract and followed by contractor personnel. The measurements stated in either International System of units or English units are to be regarded as standard. Within the text, English units are shown in parenthesis. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Traffic volume counts are intended to help establish an order of magnitude and are not intended for planning or design. The results of this assessment are based on the attached concept design, observations made the day of the assessment, and available information at that time. Changes to the concept design may alter the findings. Third party information relied upon in this study has not been researched further for accuracy. Subsurface exploration or chemical screening of soil and groundwater beneath the site was not performed in this study. No statement of scientific certainty can be made regarding latent subsurface conditions which may be the result of on- site or off-site sources. E. BASIS FOR DETERMINATION OF SOCIAL, ECONOMIC, AND ENVIRONMENTAL SIGNIFICANCE The engineering, social, economic, and environmental investigations conducted thus far indicate that this proposed project qualifies under the criteria as a Programmatic Categorical Exclusion. Significant environmental effects are not expected to occur. MacArthur Boulevard at Beltline Road 5 01/31/96 D:~PROJECTXP05ENVi R\4065.000\MACART. DOC DRAFT EXHIBITS MacArthur Boulevard at Beltline Road 01/31/96 D:~PROJECT~P05ENVIR\4065.000\MACART.DOC DRAFT 1. Project location map MacArthur Boulevard at Beltline Road 01/31/96 D :XPR OJ ECT~P05E NVI R\4065.000~VlACART. DOC DENTON DALLAS ' -- COUNTY ' DEFOREST MEADOW GLEN LESUE SANDY LAKE BRAEWOOD __ DALLAS CITY LIMIT /,' VALLF'Y RANCH ~,_ JI'''32'55' ~ VIEW DRAFT 2. Typical Sections MacArthur Boulevard at Beltline Road 01/31/96 D :~PROJ ECTXP05E NVI R\4065.000\MACART. DOC 3.3m = I= tsm =_1 ~! I-- <~ I UATCH EXIST.- , PAVEMENT (TYP.) CONCRETE VACANT LOT " SHOPPING CENTER I SE C T i ON A-A . LANBscAPE , Sm 0 10m 20~ I I I I . ' SCALE: 1= 500 I ' ' LEGEND ~ _ j .......... EXIST. R.O.W. - - - FIBER OPTICS .......... CENTERLINE ; .'; ..... ' ...... PETROLEUM PIPELINE . ........... ~: ~ ~ ~ RAILROAD . ! ~ [] TRAFFIC SIGNAL POLE ; ~ ® WATER METER EXIST. R.O W. ~ q, .......................................................................... ' ~ FIRE HYDRANT ............ ~,.,' -. ~ POWER POLE ',. s MONITORING WELL '~ ................ % DIRECTION OF SURFACE FLOW -- ~ -.,----- EXZST. R.O.~:' STRIPING AND BUTT - BRICK PAVERS ------.------_ '''''-" NOTES: ........................................ . / \'\ ~ -P~ "~ 1. EXIST. R.O.W. SHOWN IS APPARENT R.O.W. ACTUAL R,D,W. WILL BE DETERMINED BY ' DESIGN ENGINEER. .,.,.,- ................................ 2. PROPOSED RIGHT TURN LANE TO BE ........................... DESIGNED USING AASHTO "APOLiCY ON GEOMETRIC DESIGN DF HIGHWAYS AND STREETS 1994" VACANT LAND ~ THIS DOCUMENT IS FOR INTERIM REVIEW ~; AND NOT INTENDED FOR CONSTRUCTION, BIDDING, DR PERMITS PURPOSES. MOBIL ENVIRONMENTAL DRAWING __ __ :]c PRj;JFCT ~!~,. ~ COG ~ - 4065.000 Z~ MACARTHUR AT BELT LINE RD. CONCEPT DRAWING - SHT. 1 OF 1 ~ INTERSECTION IMPROVEMENT CITY LOCAL: COPPELL Scole: 1 =500 Do+e: 02/01/96 DRAFT 3. Location of potential hazardous waste/substance sites MacArthur Boulevard at Beltline Road 01/31/96 D:\PROJECT~P05ENVIR\4065,000\MACART.DOC DRAFT SUMMARY OF REPORT(S) GENERATED Site Lat./Long.: 32.57.15 State: TX 96.58.5 Radius No, Sites By Miles From Target Page DataBase Date Radius, Used Total .............................. No. Extracted ZIP or ID County or City (miles) Rptd. <0.25 0.25->0.5 0.5->1 >1.0 3 EPA RCRA GENs/TSDs/Detail with ]D# 09/13/95 RADIUS 1.25 mi. 5 0 0 2 3 4 75019 15 75063 24 3 EPA CERCLA/NPL 06/15/95 RADIUS 2.00 mi. 0 0 0 0 0 7 75019 0 75063 0 9 EPA NPL COUNTY SUMMARY 06/15/95 DALLAS 3 3 EPA ERNS Listing / Detail with ID# 10/03/95 RADIUS 1.25 mi. 0 0 0 0 0 11 75019 2 75063 4 14 Orphan report for County (No Zip) 10/03/95 DALLAS 413 3 Petroleum Storage Tanks 08/17/95 RADIUS 1.25 mi. 3 0 1 1 1 32 75019 27 75063 26 35 Petroleum UST Details (ID Req.) 08/17/95 0 3 Leaking Tank Sites 08/16/95 RADIUS 1.25 mi. 2 0 0 0 2 36 75019 7 75063 7 39 Orphan report for County (No Zip) 08/16/95 DALLAS 42 3 Municipal Solid Waste Facilities 10/04/95 RADIUS 2.00 mi. 0 0 0 0 0 42 DALLAS 209 3 TX Fed/State Superfund Sites 07/01/95 RADIUS 2.00 mi. 0 0 0 0 0 48 DALLAS 2 MacArthur Boulevard at Beltline Road 01/31/96 D :\P ROJ ECT~P05ENVI R\4065.000XMACART. DOC DRAFT RADIUS SUMMARY OF FACILITIES FOUND ID Name Facility Address Map Zip Dist. & Dir. Data Ref. Code From Site Source ********************* 1/4 to 1/2 Mile ********************** 0028759 NORTH LAKE STEAM ELECTRIC STA. 14901S NORTHLAKE RD P1 75019 0,47 WSW PST ********************** 1/2 to 1 Mile *********************** TXRO00003376 CUSTOM CLEANERS 820 S MACARTHUR BLVD R1 75019 0.60 ESE RCRA TXD988036786 MOBIL OIL CORP SS# ABM 1301E BELT LINE RD R2 75019 0.79 ESE RCRA 0048197 MOBIL OIL CORPORATION #12ABM 1301E BELT LINE RD P2 75019 0.79 ESE PST ******************* Greater Than 1 Mile ******************** TXD982551574 AS CLNRS 700 E SANDY LAKE RD R4 75019 1.09 NNW RCRA TXD981908445 THE COPPELL CLNRS 1090 E SANDY LAKE RD R5 75019 1.11NNE RCRA TXD118653203 PLAZA CLEANERS 600 E SANDY LAKE RD R3 75019 1.19 NNW RCRA 0006276 SPEEDY K MARKET 600 E SANDY LAKE RD P3 75019 1.19 NNW PST 101222 SPEEDY K MARKET 600 E SANDY LAKE RD L1 75019 1.19 NN~ LST 102232 SPEEDY K MARKET 600 E SANDY LAKE RD L2 75019 1.19 NN~ LST MacArthur Boulevard at Beltline Road 01/31/96 D:\PROJECT~P05ENVIR\4065.000XMACART.DOC DRAFT TNRCC Tank Details Databases ******************************************************** -- NO DATA FOUND ********************************************************* TNRCC Contact Number - (512) 239-2154 Key to Printout Codes: UNDERGROUND STORAGE TANK FILE Status = Status of tanks Subst = Substance stored 1 Currently in use 1 empty 2 Temporarily out of service 2 Gasoline 3 Permanently abandoned in-place 3 diesel 4 Permanently removed from the ground 4 kerosene Constr = Type of UST construction and containment 5 used oil 1 Single wall 6 new oil 2 Double wall 7 other petroleum product 3 External jacket system 8a hazardous substance - principal CERCLA substance 4 Excavation/trench liner system 8b hazardous substance - chemical abstract service 5a Piping system - pressurized 8c hazardous substance - mixture 5b Piping system - suction 9 mixture of petroleum and hazardous substance 5c Piping system - gravity 10 other 6 Other Corrosion = Type of corrosion protection Mat, = Tank construction material A external coatings - painted 1 steel 8 external coatings - dielectric 2 fiberglass-reinforced plastic (FRP) C external coatings - fiberglass-reinforced plastic 3 composite (steel w/FRP plastic) D external coatings - taped/wrapped piping 4 Concrete 2 internally lined tank 5 Other 3 cathodic protection system Detect = Tank release detection. 4 composite tank 1 vapor monitoring 5 noncorrodibte material construction 2 groundwater monitoring 6 electrical insulation 3 monitoring above excavation liner 7 unknown/none 4 automatic in-tank monitoring & inventory control 5 interstitial monitoring for double wall usts ABOVEGROUND STORAGE TANK FILE 6 tightness testing 7 inventory control Status 8 unknown/none 1 in use (includes tanks that are inact.but contain product) 9 line leak detectors 2 out of use (inactive and do not contain product) 10 other Substl/Subst2: Substance(s) stored in tank. P. Detect = Pipe release detection 1 gasoline Same as above codes. 2 alcohol blended fuels Spill = Spill and overflow prevention 3 aviation gasoline A automatic overfill device - shut-off valve 4 kerosene B automatice overfill device - flow restrictor valve 5 diesel C automatice overfill device - high level alarm 6 distillate 1 tight-fill fitting 7 empty 2 spill container/liquid-tight sump 8 other 4 unknown/none MacArthur Boulevard at Beltline Road 01/31/96 D :\PROJECT~P05ENVI R\4065,000\MACART. DOC DRAFT ATTACHMENT 2 Preliminary Environmental Assessment Denton Tap Road at Wrangler in the City of Coppell Dallas County, Texas NCTCOG Project 4066.000 Prepared for.' U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND TEXAS DEPARTMENT OF TRANSPORTATION January 31, 1996 Prepared by: Environmental Support Services, Inc. 1701 North Market StreetL Suite 410 Dallas, Texas 75202 (214) 747-6336 ext. 29 DRAFT Preliminary Environmental Assessment Denton Tap Road at Wrangler in the City of Coppell Dallas County, Texas NCTCOG Project 4066.000 A. DESCRIPTION OF PROPOSED ACTION The proposed action is a CMAQ intersection improvement for Denton Tap Road at Wrangler in the City of Coppell, Dallas County, Texas. Denton Tap Road is a undivided roadway. Concrete pavers are used to delineate pedestri ~,i//~ crosswalks. ~iz,.~.~! ~,~la The proposed improvement is to add a southbound right turn lane. The ad d ' ~~. ppurtenances will need to be adjusted. The proposed improvements re "~ ose of this projeot is to mitigate traffio oongestion and improve air quali~ while enhanoing the transportation system to oar~ existing and future traffio in comfo~ and safety, and providing access to various land use activities. No through lane capaoity will be added. In order to acoommodate these improvements, the existing pavement will be widened. This will result in more effioient traffic flow and signal operation. A~er rehabilitation. the roadway will be striped as depicted on Exhibit 2. B. NEED FOR ACTION Denton Tap Road at Wrangler serves traffic in the City of Coppell. Traffic volume continues to increase as a result of area growth. Dentoe Tap Road at Wrangler 1 01/31/cJ6 D:~ROJECT~P05ENVIR',,4066.000\WRANGLER.DOC DRAFT This portion of Denton Tap Road is currently signed Beltline Road. On May 22, 1992, a 24 hour traffic count for Beltline Road (formerly Denton Tap Road) indicated 8,123 vehicles traveling southbound between Hackberry Road and Lakeshore Drive. On May 27, 1992, a 24 hour traffic count for Beltline Road (formerly Denton Tap Road) indicated 8,783 vehicles traveling northbound between Hackberry Road and Lakeshore Drive. Traffic counts were researched from the NCTCOG and Dallas County Traffic Count List compiled from January 1991 through December 1993 and released A no-build option would increase delay experienced by motorists. The proposed project will implement the latest design and safety standards. C. ALTERNATIVES INCLUDING PROPOSED ACTION SOCIAL AND ECONOMIC IMPACTS: Construction of the project will not have a substantial effect on land use, growth rate, property values, or the local tax base. During construction, there will be a short-term economic gain to the area due to new job opportunities and a temporary boost to the local economy. Road users, including occupants of abutting property, will receive long-term economic benefits, resulting from lower ve~hicle operation costs and improved safety. No residence or businesses will be displaced. No adverse impact on minority or other specific groups is anticipated. Community cohesion and neighborhood character will be unchanged. There will be no major change in access and community circulation patterns. Public utility adjustments will be minor. Emergency vehicle routing should be possible at all times during construction and should be coordinated as needed with the proper local agencies. Fire protection and other emergency services will be improved due to the ease of travel afforded by completion of this project. The completed project will not negatively affect bus or special transportation services, nor will it impact bicycle and pedestrian travel. No navigation or airway clearance problems are anticipated due to the nature of these improvements. 4(F) PROPERTIES: There are no Section 4(f) lands, such as publicly owned parks, recreation areas, or wildlife and waterfowl refuges, located within the project area. There are no known historical or archaeological sites. Since additional right-of- way is required, a TxDOT cultural resources review will be necessary. Dentee Tap Road at Wrangle 2 01/31/96 D:'%PROJECT~05ENVIRV,066.000~WRANGLER.DOC DRAFT Endorsement by the State Historic Preservation officer should be obtained by TxDOT prior to letting the construction contract. AESTHETIC CONSIDERATIONS: Aesthetic values will be emphasized. It is a TxDOT policy to build visually pleasing travel ways, coupling beauty with functional capacity. The aesthetic effect of this project is anticipated to be equal to or better than that of the existing roadway. WATER IMPACTS: The project will not adversely affect water quality or public water supplies. The project will not affect land or water uses within an area covered by a State Coastal Zone Management Program; nor will it impact coastal barrier resources. There are no variable streams. Coordination with the Coast Guard will not be required. The project does not impact any present, proposed, or potential unit of the National Wild and Scenic Rivers System. During construction of the proposed roadway, the surface area of erosive soils that are exposed at any given time should be limited. The specification "Temporary Erosion, Sediment, and Water Pollution Control" included in all TxDOT construction contracts, requires that temporary pollution control provisions be coordinated with permanent soil erosion control measures to assure maximum attainable erosion control. Since this project will not disturb more than five acres, TxDOT will not be required to comply with the EPA National Pollutant Discharge Elimination System General Permit for Industrial Activities. FLOOD IMPACTS: There are no flood plains within the project area. Coordination with the Federal Emergency Management Agency will not be required. There will be no effect on the status of the National Flood Insurance Program and no additional need for floodway or flood plain ordinance amendments. WETLAND IMPACTS: No wetlands will be involved in the proposed project construction, nor will there be any adverse impact on any adjacent wetlands. Corps of Engineers coordination will not be required. PRIME AND UNIQUE FARMLAND IMPACTS: There are no farmlands within the project limits. The project is in an urban area. PLANT AND WILDLIFE IMPACTS: There will be no major impacts on plant life, fish, or wildlife. No impacts on threatened or endangers species are anticipated. AIR QUALITY IMPACTS: This project does not add through lane capacity. An improvement in traffic flow and signal efficiency can be expected from improvements at Denton Tap Road and Wrangler. It can be expected there will be a reduction of vehicle emissions. This intersection improvement is identified by the North Central Texas Council of Governments (NCTCOG) in the 1995 Denton Tap Road at Wrangler 3 01/31/96 D :\PROJECT~P05ENVI R\4066.000\WRANG LER. DOC DRAFT Transportation Improvement Program (TIP). This improvement was coded by NCTCOG as project 4066 and is estimated to reduce .58 kg (1.28 pounds) per day of volatile organic compound (VOC) emissions in 2005. Topography and meteorology will not seriously restrict dispersion of air pollutants. TxDOT reports that included in this project's contract will be the TxDOT standard specification for construction which requires the contractor to be familiar and comply with all federal, state, and local laws, ordinances, and regulations which affect the conduct of work. During the construction phase, there will be a potential for short-term adverse effects on air quality. Compliance with the specifications should be strictly administered for all dust producing aspects of construction operations. TxDOT reports that control of particulate matter emanating from various construction activities will be in accordance with regulations set by the Texas Natural Resource Conservation Commission. To minimize exhaust emissions, contractors will be required to use emission control devices and limit unnecessary idling of construction vehicles. NOISE IMPACTS: This project does not add through lane capacity. No major noise impacts are anticipated. It is not possible to predict levels of construction noise at a particular location. Heavy machinery, the major source of construction noise, moves constantly in unpredictable patterns. Construction activity normally occurs only during daylight hours when occasional loud noises are more tolerable. Because of the relatively short-term exposure periods, extended disruption of normal activities is unlikely. The plans and specifications should require the contractor to make every reasonable effort to minimize construction noise. This will be done through abatement measures such as work-hour controls and maintenance of muffler systems. HAZARDOUS MATERIALS IMPACT: There are no known hazardous material sites located at the subject intersection and reported to the U.S. Environmental Protection Agency (:US EPA) and/or Texas Natural Resource Conservation Commission (TNRCC). Exhibit 3 shows the location of other sites in the area of interest. CONSTRUCTION IMPACTS: There will be a short-term adverse impact during the construction period due to grading operations and the use of heavy equipment required by such activities. Every effort should be made to minimize possible adverse effects. D. ASSUMPTIONS AND LIMITATIONS Construction letting and oversight is beyond the scope of work for the PM/E. This EA assumes that applicable federal, state, and local requirements and worker Denton Tap Road at Wrangler 4 01/31/96 D:\PROJECT~P05ENVIR\4066.000\WRANGLER.DOC DRAFT protection will be dealt with in the construction contract and followed by contractor personnel. The measurements stated in either International System of units or English units are to be regarded as standard. Within the text, English units are shown in parenthesis. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Traffic volume counts are intended to help establish an order of magnitude and are not intended for planning or design. The results of this assessment are based on the attached concept design, observations made the day of the assessment, and available information at that time. Changes to the concept design may alter the findings. Third party information relied upon in this study has not been researched further for accuracy. Subsurface exploration or chemical screening of soil and groundwater beneath the site was not performed in this study. No statement of scientific certainty can be made regarding latent subsurface conditions which may be the result of on- site or off-site sources. E. BASIS FOR DETERMINATION OF SOCIAL, ECONOMIC, AND ENVIRONMENTAL SIGNIFICANCE The engineering, social, economic, and environmental investigations conducted thus far indicate that this proposed project qualifies under the criteria as a Programmatic Categorical Exclusion. Significant environmental effects are not expected to occur. Denton Tap Road at Wrangler 5 01/31/96 D:\PROJ ECT~P05ENVI R\4066.000\WRANG LER. DOC DRAFT EXHIBITS Denton Tap Road at Wrangler 01/31/96 D:~PROJ ECT~P05ENVI R\4066.000\WRANG LER. DOC Yak DRAFT 1. Project location map Denton Tap Road at Wrangler 01/31/96 D~\PROJECT~P05ENVIR\4066.000\WRANGLER.DOC LESLIE SANDY LAKE X~ ~BRAEWOOD LOUIS E!i~ DALLAS CITY LIMIT :::~::: ; RANCH · -~32'55' VIEW ~:~:~: ROY / FIRM FLOOD INSURANCE RATE MAP' GTYOF ~ ~ !).AI-LAS, TEXAS . DALLAS, DENTON, COLLIN, rAUFMAN COUNTIES (:)NEA2 )HE A3 B ZONE I ZONE B COMMUNITY-PANEL NUMBER I 480171 0020 D )HE A4 : -: ...... ~ t.~''~ CORPORATE LIMITS .' ZONE B !'T' ' ::' ' 'ZONE MAP . ~ , · · ' ;' '" :: ':' :"' -- JULY2,1991' T ZONEC .- ZONEA4 Federal EmetSency Mmtqauat Afency I ,,,:,,: · It *' ...... *' I ~ ...... ':~ '* ' .... : - i: :1 . . _ez ZONE A :~/':,. ' ,~ Z_ONE C " ~ *::~: :' ~ .... '-Z ' JOINS PANEL411 DRAFT 2. Typical Sections Denton Tap Road at Wrangler 01/31/96 D:~PROJECT~P05ENVIR\4066.000\WRANGLERDOC NOTES: 1. EXIST, R,O,W, SHOWN IS APPARENT R,O,W, ACTUAL R.O.W, WILL BE DETERMINED BY VACANT LAND DESIGN ENGINEER. 2. PROPOSED RIGHT TURN LANE TO BE DESIGNED USING AASHTD "APOL]CY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS 1994" THIS DOCUMENT IS FOR INTERIM REVIEW AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITS PURPOSES. JAMES E. ALLEN 65929 02-01-96 ENOINEER P.E, NO, DATE DRAFT 3. Location of potential hazardous waste/substance sites Denton Tap Road at Wrangler 01/31/96 D :\PROJ ECT~P05ENVI R\4066,000\WRANGLER. DOC DRAFT SUMMARY OF REPORT(S) GENERATED Site lat./Long.: 32.56.23 State: TX 96.59.37 Radius No. Sites By Miles From Target Page DataBase Date Radius, Used Total .............................. No. Extracted ZIP or ID County or City (miles) Rptd. <0.25 0.25->0.5 0.5->1 >1.0 3 EPA RCRA GENs/TSDs/Detail with ID# 09/13/95 RADIUS 1.25 mi. 3 0 0 2 1 4 75019 15 75063 24 3 EPA CERCLA/NPL 06/15/95 RADIUS 2.00 mi. 0 0 0 0 0 7 75019 0 75063 0 9 EPA NPL COUNTY SUMMARY 06/15/95 DALLAS 3 3 EPA ERNS Listing / Detail with ID# 10/03/95 RADIUS 1.25 mi. 0 0 0 0 0 11 75019 2 75063 4 14 Orphan report for County (No Zip) 10/03/95 DALLAS 413 3 Petroleum Storage Tanks 08/17/95 RADIUS 1.25 mi. 8 0 1 3 4 32 75019 27 75063 26 35 Petroleum UST Details (ID Req.) 08/17/95 0 3 Leaking Tank Sites 08/16/95 RADIUS 1.25 mi. 2 0 0 1 1 36 75019 7 75063 7 39 Orphan report for County (No Zip) 08/16/95 DALLAS 42 3 Municipal Solid Waste Facilities 10/04/95 RADIUS 2.00 mi. 0 0 0 0 0 42 DALLAS 209 3 TX Fed/State Superfund Sites 07/01/95 RADIUS 2.00 mi. 0 0 0 0 0 48 DALLAS 2 Denton Tap Road at Wrangler 01/31/96 D :\PROJ ECTkP05ENVI R\4066.000\WRANG LER. DOC DRAFT RADIUS SUMMARY OF FACILITIES FOUND ID Name FaciLity Address Map Zip Dist. & Dir. Data Ref. Code From Site Source ********************* 1/4 tO 1/2 Mile ********************** 0052591 APCO READY MIX 1700 S BELT LINE RD P2 75019 0.44 SSE PST ********************** 1/2 to 1 Mile *********************** TXD988034849 CHEVRON USA INC #173129 101E BELT LINE RD R2 75019 0.54 NNE RCRA TXD988038550 MOBIL OIl CORP SS# 241 890 S DENTON TAP RD R3 75019 0.58 NNE RCRA 0017471 MOBIL OIL CORP # 241 890 S DENTON TAP RD P4 75019 0.58 NNE PST 106740 MOBIL FACILITY #12-241 890 S DENTON TAP RD ll 75019 0.58 NNE LST 0055231 SHAKE & SHINGLE 200 E BELT LINE RD P3 75019 0.60 NNE PST 0050839 COPPELL CTB 1800 S BELT LINE RD P1 75019 0.60 SSE PST ******************* Greater Than 1 Mile ******************** TXD988024840 DALLAS PTS DISTRIB CNTR 4400 REGENT BLVD R1 75063 1.08 WSW RCRA 0010037 TEXAS STOCK TANK INC 652 SOUTHWESTERN BLVD P5 75019 1.10 WN~ PST 0017967 BILL GROCERY 449 W BETHEL RD P6 75019 1.23 NN~ PST 0059614 NAPA AUTO SUPPLY STORE 448 W BETHEL RD P8 75019 1.23 NN~ PST 100759 BILLS GROCERY 449 W BETHEL RD L2 75019 1.23 NNW LST 0052886 COPPELL TEXACO 461W BETHEL RD P7 75019 1.25 NNW PST Denton Tap Road at Wrangler 01/31/96 D:\PROJECT~P05ENVIR\4066.000\WRANGLER.DOC DRAFT TNRCC Tank Details Databases TNRCC Contact Number - (512) 239-2154 Key to Printout Codes: UNDERGROUND STORAGE TANK FILE Status = Status of tanks Subst = Substance stored 1 Currently in use 1 empty 2 Temporarily out of service 2 Gasoline 3 Permanently abandoned in-place 3 diesel 4 Permanently removed from the ground 4 kerosene Constr = Type of UST construction and containment 5 used oil 1 Single wall 6 new oil 2 Double wall 7 other petroleum product 3 External jacket system 8a hazardous substance - principal CERCLA substance 4 Excavation/trench liner system 8b hazardous substance - chemical abstract service 5a Piping system - pressurized 8c hazardous substance - mixture 5b Piping system - suction 9 mixture of petroleum and hazardous substance 5c Piping system - gravity 10 other 6 Other Corrosion = Type of corrosion protection Mat. = Tank construction material A external coatings - painted 1 steel B external coatings - dielectric 2 fiberglass-reinforced plastic (FRP) C external coatings - fiberglass-reinforced plastic 3 composite (steel w/FRP plastic) D external coatings - taped/wrapped piping 4 Concrete 2 internally lined tank 5 Other 3 cathodic protection system Detect = Tank release detection. 4 composite tank 1 vapor monitoring 5 noncorrodible material construction 2 groundwater monitoring 6 electrical insulation 3 monitoring above excavation liner 7 unknown/none 4 automatic in-tank monitoring & inventory control 5 interstitial monitoring for double wall usts ABOVEGROUND STORAGE TANK FILE 6 tightness testing 7 inventory control Status 8 unknown/none 1 in use (includes tanks that are inact.but contain product) 9 line leak detectors 2 out of use (inactive and do not contain product) 10 other Substl/Subst2 = Substance(s) stored in tank. P. Detect = Pipe release detection 1 gasoline Same as above codes. 2 alcohol blended fuels Spill = Spill and overflow prevention 3 aviation gasoline A automatic overfill device - shut-off valve 4 kerosene B automatice overfill device - flow restrictor valve 5 diesel C automatice overfill device - high level alarm 6 distillate 1 tight-fill fitting 7 empty 2 spill container/liquid-tight sump 8 other Denton Tap Road at Wrangler 01/31/96 D:\PROJECT~P05ENVIR\4066,000\WRANGLERDOC DRAFT ATTACHMENT 2 Preliminary Environmental Assessment Sandy Lake Road at Moore in the City of Coppell Dallas County, Texas NCTCOG Project 3096.000 Prepared for: U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND TEXAS DEPARTMENT OF TRANSPORTATION January 31, 1995 Prepared by: Environmental Support Services, Inc. 1701 North Market Street, Suite 410 Dallas, Texas 75202 (214) 747-6336 ext. 29 DRAFT Preliminary Environmental Assessment for Sandy Lake Road at Moore in the City of Coppell Dallas County, Texas NCTCOG Project 3096.000 A. DEICRIPTION OF PROPOSED ACTION The proposed action is a CMAQ intersection improvement for Sandy Lake Road at Moore in the City of Coppell, Dallas County, Texas. Sandy Lake Road is an east/west two lane undivided roadway. It intersects with Moore Road a two lane undivided roadway. Moore Road south of the intersection flares out as you are approaching from the south. Traffic buttons are arranged so there is an exclusive left turn lane. North of the intersection Moore Road has an expanded cross section which extends about 100 feet before narrowing to its typical cross- section. Pavers are in place for future crosswalks both north and south of the intersection. The sidewalk along the southeast leg is set back from the roadway so that a roadside ditch may drain under existing driveways. Currently, Raidy and Associates have designed this intersection as part of the Sandy Lake Road widening project. if the project is to remain in the CMAQ program, the intersection limits will have to be defined and the previous construction drawings modified to TxDOT standards. There are major storm sewer, water and gas relocations that must be addressed. All intersection corners shall have handicap ramps installed to bring the intersection up to ADA standards. The proposed improvements are depicted in the attached Design Concept Drawing NCTCOG #3096.000 (1 sheet, Exhibit 2). The 1996 Transportation Improvement Program identifies a total budget of PS&E, right-of-way, TxDOT review and construction for this intersection of $554,000. A review of the proposed improvements indicates that the programmed budget seems questionable.---- ~ ~ c~.,,~e..,~,~'T~po~r' The purpose of this project is to mitigate traffic congestion and improve air quality while enhancing the transportation system to carry existing and future traffic in comfort and safety, and providing access to various land use activities. Jrr, v~ '~' ~ No through lane capacity will be added. In order to accommodate these improvements, the existing pavement will be widened. This will result in more efficient signal operation. After rehabilitation, the roadway will be striped as depicted on Exhibit 2. Sandy Lake at Moore 1 01/31/96 D:%PROJECT%P05ENVIR%3096.000~ANDY_L.DOC DRAFT B. NEED FOR ACTION Sandy Lake Road at Moore serves traffic in the City of Coppell. Traffic volume continues to increase as a result of area growth. On May 20, 1986, a 24 hour traffic count for Sandy Lake Road indicated 4,482 vehicles traveling between Denton Tap and Moore Road. On December 13, 1991 a 24 hour traffic count for Sandy Lake Road between the same intersecting Streets indicated 11,443 vehicles traveling in both direction .s~-- ~.~~~~-~ Traffic counts were researched from the NCTCOG and Dallas County Traffic Count List compiled from January 1991 through December 1993 and released January 24, 1.994. These figures are intended to establish an order of magnitude only. A no-build option would increase delay experienced by motorists. The proposed project will implement the latest design and safety standards. C. ALTERNATIVES INCLUDING PROPOSED ACTION SOCIAL AND ECONOMIC IMPACTS: Construction of the project will not have a substantial effect on land use, growth rate, property values, or the local tax base. During construction, there will be a short-term economic gain to the area due to new job opportunities and a temporary boost to the local economy. Road users, including occupants of abutting property, will receive long-term economic benefits, resulting from lower vehicle operation costs and improved safety. No residence or businesses will be displaced. No adverse impact on minority or other specific groups is anticipated. Community cohesion and neighborhood character will be unchanged. There will be no major change in access and community circulation patterns. Public utility adjustments may be major due to future plans for Sandy Lake Road and underlying water lines. Emergency vehicle routing should be possible at all times during construction and should be coordinated as needed with the proper local agencies. Fire protection and other emergency services will be improved due to the ease of travel afforded by completion of this project. The completed project will not negatively affect bus or special transportation services, nor will it impact bicycle and pedestrian travel. No navigation or airway clearance problems are anticipated due to the nature of these improvements. 4(F) PROPERTIES: There are no Section 4(f) lands, such as publicly owned parks, recreation areas, or wildlife and waterfowl refuges, located within the project area. Sandy Lake a.t Mooi'e 2 01/31/96 D:%PROJEC'I'~D05ENVI~.0(X:)~ANDy_L.DOC DRAFT There are no known historical or archaeological sites. Since additional right-of- way is required, a TxDOT cultural resources review will be necessary. Endorsement by the State Historic Preservation officer should be obtained by TxDOT prior to letting the construction contract. AESTHETIC CONSIDERATIONS: Aesthetic values will be emphasized. It is a TxDOT policy to build visually pleasing travel ways, coupling beauty with functional capacity. The aesthetic effect of this project is anticipated to be equal to or better than that of the existing roadway. WATER IMPACTS: The project will not adversely affect water quality or public water supplies. The project will not affect land or water uses within an area covered by a State Coastal Zone Management Program; nor will it impact coastal barrier resources. There are no variable streams. Coordination with the Coast Guard will not be required. The project does not impact any present, proposed, or potential unit of the National Wild and Scenic Rivers System. During construction of the proposed roadway, the surface area of erosive soils that are exposed at any given time should be limited. The specification "Temporary Erosion, Sediment, and Water Pollution Control" included in all TxDOT construction contracts, requires that temporary pollution control provisions be coordinated with permanent soil erosion control measures to assure maximum attainable erosion control. Since this project will not disturb more than five acres, TxDOT will not be required to comply with the EPA National Pollutant Discharge Elimination System General Permit for Industrial Activities. FLOOD IMPACTS: There are no flood plains within the project area. Coordination with the Federal Emergency Management Agency will not be required. There will be no effect on the status of the National Flood Insurance Program and no additional need for floodway or flood plain ordinance amendments. WETLAND IMPACTS: No wetlands will be involved in the proposed project construction, nor will there be any adverse impact on any adjacent wetlands. Corps of Engineers coordination will not be required. PRIME AND UNIQUE FARMLAND IMPACTS: There are no farmlands within the project limits. The project is in an urban area. PLANT AND WILDLIFE IMPACTS: There will be no major impacts on plant life, fish, or wildlife. No impacts on threatened or endangers species are anticipated. ,,/:r,~ Lh,,t,o~-~. AIR QUALITY IMPACTS: This project does not add capacity. An improvement in signal efficiency can be expected from improvements at Sandy Lake Road at Moore. It can be expected there will be a reduction of vehicle emissions. This Sandy Lake at Moore 3 01/31/96 D:~DROJEC'I%D05ENVIR~3096.000~SANDY_L. DOC .' DRAFT intersection improvement is identified by the North Central Texas Council of Governments (NCTCOG) in the 1995 Transportation Improvement Program (TIP). This improvement was coded by NCTCOG as project 3096 and is estimated to reduce 11.6 kg (25.67 pounds) per day of volatile organic compound (VOC) emissions in 1996. Topography and meteorology will not seriously restrict dispersion of air pollutants. TxDOT reports that included in this project's contract will be the TxDOT standard specification for construction which requires the contractor to be familiar and comply with all federal, state, and local laws, ordinances, and regulations which affect the conduct of work. During the construction phase, there will be a potential for short-term adverse effects on air quality. Compliance with the specifications should be strictly administered for all dust producing aspects of construction operations. TxDOT reports that control of particulate matter emanating from various construction activities will be in accordance with regulations set by the Texas Natural Resource Conservation Commission. To minimize exhaust emissions, contractors will be required to use emission control devices and limit unnecessary idling of construction vehicles. ' .-/' ~ . ~.%.~ NOISE IMPACTS: This project does not add through lane capacityJ'c~'~'~ No major noise impacts are anticipated. It is not possible to predict levels of construction noise at a particular location. Heavy machinery, the major source of construction noise, moves constantly in unpredictable patterns. Construction activity normally occurs only during daylight hours when occasional loud noises are more tolerable. Because of the relatively short-term exposure periods, extended disruption of normal activities is unlikely. The plans and specifications should require the contractor to make every reasonable effort to minimize construction noise. This will be done through abatement measures such as work-hour controls and maintenance of muffler systems. HAZARDOUS MATERIALS IMPACT: There is one known hazardous material site within the scope of this project and reported to the U.S. Environmental Protection Agency (US EPA) and/or Texas Natural Resource Conservation Commission (TNRCC). Exhibit 2 shows the location of this leaking underground storage tank site at 600 Sandy Lake Road. Exhibit 3 reporrs details of this UST installation. CONSTRUCTION IMPACTS: There will be a short-term adverse impact during the construction period due to grading operations and the use of heavy equipment required by such activities. Every effort should be made to minimize possible adverse effects. Sandy Lake at Moore 4 01/31/96 D:~PROJECT%P05ENVIR%3096.000%SANDY_LDOC ' 'T: ' ] [:T DRAFT D. ASSUMPTIONS AND LIMITATIONS Construction letting and oversight is beyond the scope of work for the PM/E. This EA assumes that applicable federal, state, and local requirements and worker protection will be dealt with in the construction contract and followed by contractor personnel. The measurements stated in either International System of units or English units are to be regarded as standard. Within the text, English units are shown in parenthesis. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Traffic volume counts are intended to help establish an order of magnitude and are not intended for planning or design. The results of this assessment are based on the attached concept design, observations made the day of the assessment, and available information at that time. Changes to the concept design may alter the findings. Third party information relied upon in this study has not been researched further for aoc u racy. Subsurface exploration or chemical screening of soil and groundwater beneath the site was not performed in this study. No statement of scientific certainty can be made regarding latent subsurface conditions which may be the result of on- site or off-site sources. E. BASIS FOR DETERMINATION OF SOCIAL, ECONOMIC, AND ENVIRONMENTAL SIGNIFICANCE The engineering, social, economic, and environmental investigations conducted thus far indicate that this proposed project may have significant costs associated with utility relocation. If these potential costs are defined and do not significantly detract from the objectives of the CMAQ program, this location may qualify under the criteria as a Programmatic Categorical Exclusion subject also, to a determination of the extent of subsurface soil impacted by the adjacent leaking gasoline service station. Sandy Lake at Moore 5 01/31/96 D:~PROJECT~P05ENVIR\3096.000\SANDY_L.DOC DRAFT EXHIBITS Sandy Lake at Moore 01/31/96 D:~ROJEC'i'XP05ENVI R\3096.000\SANDY_L. DOC DRAFT 1. Project location map Sandy Lake at Moore 01/31/96 D:\PROJECT~P05ENVIR'G096.000\SANDY_L.DOC DENTON DALLAS "' ~""/"'_ COUNTY DEFOREST MEADOW GLEN WILLOWAY LESUE SANDY LAKE ~ ~BRAEWOOD __ LOUIS · 'l .... DRAFT 2. Typical Sections Sandy Lake at Moore 01/31/96 D:\PROJECTXP05ENVIR\3096.000\SANDY_L.DOC CHURCH i i VACANT I : VACANT L AND/ ~ ; L AND RETAIL ' ' 5m 0 10m 20m I PROP- R.O.W- i EXIST. R.O..W._ .................................................... '{- ~ *~ L °,., .......................... .P,R,O,P:,.R._O,,_W,:, ....................................... !' .................. r- 'i' .................. I NGLE _. 7 .... '--' ..........~:-"'I -- ~ ~" - I ~ -~'t: '~"~'~~ " SAND L , /_ . 'I ............................ "7.2]_'_'_'T"'_'Tj;Z."T-':Z .............. :--5-.]- ..t.t.w .............................. :.:_..,._: ...................................................... ..........'~,~',~'~,:~:~: ..............................~ E.~ .... .............................. ~6~: '~.'"o'.~v", ...... __ __ ~ jZ i- I - NOTES: SIO 1. EXIST. R.D.W. SHOWN IS APPARENT R.D.W. ACTUAL R.O.W. WILL BE DETERMINED BY DESIGN ENGINEER. LEGEND 2. PROPOSED RIGHT AND LEFT TURN LANE TO BE DESIGNED USING AASHTO 'APOLICY ON .......... EXIST, R.O.W, GEOMETRIC DESIGN OF HIGHWAYS AND STREETS 1994" - ......... CENTERL INE RETAIL [] TRAFFIC SIGNAL POLE ® WATER METER F IRE HYDRANT THIS DOCUMENT IS FOR INTERIM REVIEW AND NOT INTENDED FOR CONSTRUCTION, J <>- POWER POLE BIDDING, OR PERMITS PURPOSES. L JAI/ES E. ALLEN 65929 O2-01-96 SHED · MONITORING WELL % DIRECTION OF SURFACE FLOW ~'I--":LI~I:.'; E,~,',.ON,.,;~'Z";'.,,,,,NO"' "'s ""' "~ "' "~""'*'* {2~t(~ Ti,-i _ _, AO PRODIll'AM : COG ~ - 3096,000 ;!'::6'%: .................' .........* .... ~ SAND LA E AT MOORE ~ 0 I : =Y K : T_ ~ __ CIYY LOCAL: COPPELL , DRAFT 3. Location of potential hazardous waste/substance sites Sandy Lake at Moore 01/31/96 D :XPROJ ECT~P05E NVI R~3096.000\SANDY_L. DOC DRAFT SUMMARY OF REPORT(S) GENERATED Site Lat./Long.: 32,58.10 State: TX 96.58.36 Radius No. Sites By Miles From Target Page DataBase Date Radius, Used Total .............................. No. Extracted ZIP or ID County or City (miles) Rptd. <0.25 0.25->0.5 0.5->1 >1.0 3 EPA RCRA GENs/TSDs/Detail with ID# 09/13/95 RADIUS 1.00 m~. 6 2 0 4 0 4 75019 15 3 EPA CERCLA/NPL 06/15/95 RADIUS 1.00 mi. 0 0 0 0 0 6 75019 0 8 EPA NPL COUNTY SUMMARY 06/15/95 DALLAS 3 3 EPA ERNS Listing / Detail with ID# 10/03/95 RADIUS 0.25 mi. 0 0 0 0 0 10 75019 2 12 Orphan report for County (No Zip) 10/03/95 DALLAS 413 3 Petroleum Storage Tanks 08/17/95 RADIUS 0.50 mi. 1 1 0 0 0 30 75019 27 33 Petroleum UST Details (ID Req.) 08/17/95 3 3 Leaking Tank Sites 08/16/95 RADIUS 0.50 mi. 2 2 0 0 0 34 75019 7 36 Orphan report for County (No Zip) 08/16/95 DALLAS 42 3 Municipal Solid Waste Facilities 10/04/95 RADIUS 2.00 mi. 0 0 0 0 0 39 DALLAS 209 3 TX Fed/State Superfund Sites 07/01/95 RADIUS 2.00 mi. 0 0 0 0 0 45 DALLAS 2 Sandy Lake at Moore 01/31/96 D:\PROJECT~P05ENVIR\3096.000\SANDY_L.DOC DRAFT DATASITE ONLINE SERVICES RADIUS SUMMARY OF FACILITIES FOUND ID Name Facility Address Map Zip Dist. & Dir. Data Ref. Code From Site Source ******************** Less Than 1/8 Mile ******************** TXD118653203 PLAZA CLEANERS 600 E SANDY LAKE RD R4 75019 0.08 WSW RCRA 0006276 SPEEDY K MARKET 600 E SANDY LAKE RD P1 75019 0.08 WSW PST 101222 SPEEDY K MARKET 600 E SANDY LAKE RD L1 75019 0.08 WSW LST 102232 SPEEDY K MARKET 600 E SANDY LAKE RD L2 75019 0.08 WSW LST ********************* 1/8 to 1/4 Mile ********************** TXD982551574 AS CLNRS 700 E SANDY LAKE RD R5 75019 0.18 ESE RCRA ********************** 1/2 to 1 Mile *********************** TXD981908445 THE COPPELL CLNRS 1090 E SANDY LAKE RD R6 75019 0.89 ESE RCRA TXD988027678 EXXON CO USA #69923 105 S DENTON TAP RD R2 75019 0.98 WSW RCRA TXD981908221 COPPELL CLNRS 120 S DENTON TAP #470-C R1 75019 0.99 WSW RCRA TX0000110924 MOBIL OIL CORPORATION SS#F7D 100 W SANDY LAKE RD R3 75019 0.99 WSW RCRA Sandy Lake at Moore 01/31/96 D:\PROJEC'RP05ENVIR\3096,000\SANDY_LDOC DRAFT TNRCC Tank Details Databases TNRCC Contact Number - (512) 239-2154 Key to Printout Codes: UNDERGROUND STORAGE TANK FILE Status = Status of tanks Subst = Substance stored 1 Currently in use 1 empty 2 Temporarily out of service 2 Gasoline 3 Permanently abandoned in-place 3 diesel 4 Permanently removed from the ground 4 kerosene Constr = Type of UST construction and containment 5 used oil 1 Single wall 6 new oil 2 Double wall 7 other petroleum product 3 External jacket system 8a hazardous substance - principal CERCLA substance 4 Excavation/trench liner system 8b hazardous substance - chemical abstract service 5a Piping system - pressurized 8c hazardous substance - mixture 5b Piping system - suction 9 mixture of petroleum and hazardous substance 5c Piping system - gravity 10 other 6 Other Corrosion = Type of corrosion protection Mat. = Tank construction material A external coatings - painted 1 steel B external coatings - dielectric 2 fiberglass-reinforced plastic (FRP) C external coatings - fiberglass-reinforced plastic 3 composite (steel w/FRP plastic) D external coatings - taped/wrapped piping 4 Concrete 2 internally lined tank 5 Other 3 cathodic protection system Detect = Tank release detection. 4 composite tank 1 vapor monitoring 5 noncorrodibLe material construction 2 groundwater monitoring 6 electrical insulation 3 monitoring above excavation liner 7 unknown/none 4 automatic in-tank monitoring & inventory control 5 interstitial monitoring for double walt usts ABOVEGROUND STORAGE TANK FILE 6 tightness testing 7 inventory control Status 8 unknown/none 1 in use (includes tanks that are inact.but contain product) 9 line leak detectors 2 out of use (inactive and do not contain product) 10 other Substl/Subst2 = Substance(s) stored in tank. P. Detect = Pipe release detection 1 gasoline Same as above codes. 2 alcohol blended fuels Spill = Spill and overflow prevention 3 aviation gasoline A automatic overfill device - shut-off valve 4 kerosene B automatice overfill device - flow restrictor valve 5 diesel C automatice overfill device - high level alarm 6 distillate 1 tight-fill fitting 7 empty 2 spill container/liquid-tight sump 8 other 4 unknown/none Sandy Lake at Moore 01/31/96 D:\PROJECT~P05ENVIR\3096.000\SANDY_LDOC DRAFT TNRCC Underground Storage Tank Details Detail Report - I.D. #(s) Data extracted from TNRCC: 08/17/95 Fac ID: 0006276 Owner ID: 36939 Name: SPEEDY K MARKET Owner Name: SPEEDY K MARKET INC Address: 600 E SANDY LAKE RD Address: 3939 BELT LINE #235 RD COPPELL, TX 75019 DALLAS, TX 75244 Manager: RAY KHALIL Contact: RAY KHALIL Phone: (214)243-0500 Phone: (214)243-0500 UST ID# Install Status Capacity Constr. Mat. Detect P. Detect Subst1 Subst2 Spill Corrosion 1 1984 1 8000 1 8 8 2 4 7 2 1984 1 8000 1 8 8 2 4 7 3 1984 1 6000 1 8 8 2 4 7 Sandy Lake at Moore 01/31/96 D:\PROJECT~P05ENVIR\3096.000\SANDY_LDOC